40070068
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KAERI/TR-3610/2008 기술보 고서
하나로 NTD 회전팔 및 레일이송장치에
대한 구조건전성 평가
S t r u c t u r a l I n t e g r i t y E v a l u a t i o n o f R o t a t i n g A r m a n d
R a i l T r a n s f e r S y s t e m f o r H A N A R O N T D 1
2008 11
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- i -
제 출 문
한국원자력연구원장 귀하
본 보고서를 2008년도 “연구로 계통공학 기술 연구” 과제의 기술보고서로
제출합니다.
제목 : 하나로 NTD1 회전팔 및 레일이송장치에 대한 구조건전성 평가
S t r u c t u r a l I n t e g r i t y E v a l u a t i o n o f R o t a t i n g A r m a n d
R a i l T r a n s f e r S y s t e m f o r H A N A R O N T D 1 )
2008년 11월
주 저 자 : 류 정 수 연구로공학부)
공 저 자 : 서 춘 교 연구로공학부)
박 상 준 하나로운영부)
신 진 원 연구로공학부)
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- ii -
요 약 문
본 보고서의 목적은 하나로 원자로 수조덮개의 내진해석 기술시방서 요건에 따
라, 수조덮개에 신규 설치된 NTD1 회전팔과 수조내부의 NTD1 레일 이송장치의
내진해석과 구조적 건전성을 평가하는 것이다. 이를 위하여 수조덮개와 회전팔 및
수조내부의 레일 이송장치에 대한 구조해석 모델을 작성하고, 주어진 하중조건에
따라 정적 해석 그리고 동적 특성을 고려한 지진응답해석을 수행하였다.
하중 조건은 구조물의 자하중과 회전팔의 운전중 하중, 활하중, 동적 유체질량
등을 고려하고,
지진하중은 하나로 수조덮개의SSE
설계 층응답 가속도스펙트럼을
사용하였다. 본 해석을 위해 구조해석 상용 프로그램인 ANSYS 11.0을 사용하였고,
대상 구조물에 대한 유한요소 모형화 작성과 구조해석이 수행되었다.
해석결과로부터 NTD1 회전팔과 레일 이송장치의 주요 부재, 앵커볼트, 용접부
등 각 하중조건에 따른 응력강도를 구하고, ASME 코드의 허용응력을 적용하여 구
조건전성 평가를 수행하였다. 평가 결과, 대상 구조물의 최대 응력은 모두 허용응
력 이내에 있었고, 피로에 대한 구조적 건전성 평가도 만족하였다. 결론적으로 수
조덮개에 신규 설치된 NTD1 회전팔과 수조내부의 레일 이송장치의 구조적 건전
성은 안전한 것으로 판단되었다.
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Abstract
Th is rep ort is for th e seismic analysis and th e structural integrity evaluation
of the newly installed rotating arm on NTD1 of pool cover and rail transfer
system in HANARO p ool in accordances w ith th e req uirement of th e tech nical
sp ecification for seismic analysis of HANARO p ool cover. F or p erforming th e
seismic analysis and evaluating the structural integrity for rotating arm on
NTD1 and rail transfer system, the finite element analysis models were
simulated and carried out the static analysis and seismic resp onse sp ectrum
analysis considering the dynamic ch aracteristics, ap plying various load
conditions.
Th e load conditions w ere ap plied th e self- weigh t, live load, added fluid mass,
operating point load under rotating arm, while SSE design floor response
spectrum at HANARO p ool cover w as for th e seismic response analysis. The
analysis models of the structures were simulated using the conventional
structural analysis program ANSYS 11.0.
Th e integrity evaluation for th e interest members, such as anch or bolts and
welding parts on the rotating arm and rail transfer system was performed
under stress intensities from load conditions. Th e evaluation sh ow th at th e
stress values in rotating arm and rail transfer system against the load
combination are w ith in th e ASM E code limits, and also satisfied th e structural
evaluation for fatigue. Th erefore any damage on structural integrity w as not
ex pected w hen rotating arm on NTD1 and rail transfer system for NTD1 w ere
new ly installed in p ool and p ool cover.
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목 차
제 출 문 ······················································································································································ i
요 약 문 ····················································································································································· iiAbstract ····················································································································································· iii
목 차 ···················································································································································· iv
표 목 차 ····················································································································································· v
그림목차 ·················································································································································· viii
제 1 장 서 론 ··········································································································································1
제 2장 규격 요구조건 ······························································································································2
제 1절 설계등급 분류 ························································································································2
제 2절 규격 및 허용응력 ··················································································································2 제 3절 재료 및 물성 ··························································································································5
제 4절 하중조건 ··································································································································6
제 3 장 수조덮개와 NTD1 회전팔 ····································································································· 7
제 1절 하나로 수조덮개와 NTD1 회전팔 모델링 ····································································· 7
제 2절 고유진동수 해석 ··················································································································14
제 3 절 지진응답해석 ······················································································································39
1. 설계 지진하중 ·························································································································39
2. 지진응답해석 결과 ·················································································································39
3. 피로 손상 평가 ·······················································································································59 4. 앵커볼트와 콘크리트의 구조건전성 평가········································································· 60
5. 슬라이딩 판넬 힌지의 구조건전성 평가··········································································· 63
6. 수조덮개 창문의 볼트와 힌지의 구조건전성 평가························································· 65
7. 고정식 및 마찰식 Stopper의 구조건전성 평가······························································· 68
8. Locking Pad Pin의 구조건전성 평가··············································································· 69
9. 고정식과 이동식 후크와 후크 지지구조물의 구조건전성 평가··································· 70
10. 연장레일 Stopper의 구조건전성 평가············································································· 71
11. 슬라이딩 판넬 Locking Bolt의 구조건전성 평가························································· 72
12. 슬라이딩 판넬 SP-C Anchor Bolt의 구조건전성 평가················································ 73
제 4 절 신규 설치된 NTD1 구조건전성 평가··········································································· 75
1. NTD1 회전팔(SP-B) 용접부의 구조건전성 평가····························································· 75
2. NTD1 회전팔(SP-B) bolt의 구조건전성 평가·································································· 77
3. NTD1 회전팔(PCA-A)의 볼트의 구조건전성 평가························································ 79
4. NTD1 회전팔(PCA-A)의 Bracket plate 용접부의 구조건전성 평가··························83
제 4 장 레일이송장치····························································································································84
제 1절 레일이송장치 모델링········································································································84
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제 2절 고유진동수 해석 ··············································································································86
제 3절 지진응답해석 ····················································································································111
1. 설계 지진하중 ·······················································································································111
2. 지진응답해석 결과 ···············································································································111
3. 피로 손상 평가 ·····················································································································113 4. 구조건전성 평가···················································································································114
제 5 장 결 론 ········································································································································126
참 고 문 헌 ············································································································································128
부록 I : 하나로 NTD1 회전팔 및 레일이송장치에 대한 지진응답해석을 위한ANSYS 입력자료
··································································································································································187
1 하나로 NTD1 회전팔 및 레일이송장치 해석모델 입력자료············································· 187
2. 정적해석 및 후처리 입력자료 ·································································································214
3. 모달해석 및 후처리 입력자료 ·································································································217
4. 지진해석(SSE) 및 후처리 입력자료 ······················································································· 219
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표 목 차
표 1 재료의 기계적 물성치 및 기준 설계값 .................................................................................. 5
표 2-1 NTD1 회전팔 지지구조물의 판요소의 두께........................................................................... 8
표 2-2 하나로 수조덮개의 부재 단면계수 .......................................................................................... 8
표 2-3 하나로 수조덮개의 부재 단면계수 .......................................................................................... 9
표 3 펴진 경우(Unfolded Case), CASE I의 Couple 조건 ......................................................... 10
표 4 접힌 경우(Folded Case), CASE II의 Couple 조건 ............................................................ 11
표 5-1 하나로 수조덮개의 펴진 경우(CASE I)에 대한 주요 모드계수 ..................................... 15
표 5-2 하나로 수조덮개의 접힌 경우(CASE II)에 대한 주요 모드계수 ................................... 27
표 6 부재의 단면에 따른 소성형상계수 ........................................................................................ 40
표 7-1 Maximum Stress and Stress Ratio of Main Framefor Design and Level A Condition ..................................................................................... 42
표 7-2 Maximum Stress and Stress Ratio of Main Frame for Level D Condition ............ 42
표 8-1 Maximum Stress and Stress Ratio of Main Frame(North End)
for Design and Level A Condition ...................................................................................... 43
표 8-2 Maximum Stress and Stress Ratio of Main Frame(North End)
for Level D Condition ............................................................................................................. 43
표 9-1 Maximum Stress and Stress Ratio of Anchor Plate(North End)
for Design and Level A Condition ..................................................................................... 44
표 9-2 Maximum Stress and Stress Ratio of Anchor Plate(North End)
for Level D Condition ............................................................................................................. 44
표 10-1 Maximum Stress and Stress Ratio of Extended Rail
for Design and Level A Condition ..................................................................................... 45
표 10-2 Maximum Stress and Stress Ratio of Extended Rail
for Level D Condition ............................................................................................................. 45
표 11-1 Maximum Stress and Stress Ratio of Arc Frame
for Design and Level A Condition ..................................................................................... 46
표 11-2 Maximum Stress and Stress Ratio of Arc Frame
for Level D Condition ............................................................................................................. 46
표 12-1 Maximum Stress and Stress Ratio of Anchor Plate(Arc Frame)
for Design and Level A Condition ...................................................................................... 47
표 12-2 Maximum Stress and Stress Ratio of Anchor Plate(Arc Frame)
for Level D Condition ............................................................................................................. 47
표 13-1 Maximum Stress and Stress Ratio of Aux. Frame
for Design and Level A Condition ...................................................................................... 48
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표 13-2 Maximum Stress and Stress Ratio of Aux. Frame
for Level D Condition ............................................................................................................. 48
표 14-1 Maximum Stress and Stress Ratio of Angle Frame
for Design and Level A Condition ...................................................................................... 49
표 14-2 Maximum Stress and Stress Ratio of Angle Frame
for Level D Condition ............................................................................................................. 49
표 15-1 Maximum Stress and Stress Ratio of Sliding Panel
for Design and Level A Condition ...................................................................................... 50
표 15-2 Maximum Stress and Stress Ratio of Sliding Panel
for Level D Condition ............................................................................................................. 50
표 16-1 Maximum Stress and Stress Ratio of Sliding Panel Wheel
for Design and Level A Condition ...................................................................................... 51
표 16-2 Maximum Stress and Stress Ratio of Sliding Panel Wheelfor Level D Condition ............................................................................................................. 51
표 17-1 Maximum Stress and Stress Ratio of Sliding Panel Wheel Shaft
for Design and Level A Condition ...................................................................................... 52
표 17-2 Maximum Stress and Stress Ratio of Sliding Panel Wheel Shaft
for Level D Condition ............................................................................................................. 52
표 18-1 Maximum Stress and Stress Ratio of Locking Pad
for Design and Level A Condition ..................................................................................... 53
표 18-2 Maximum Stress and Stress Ratio of Locking Pad
for Level D Condition ............................................................................................................. 53
표 19-1 Maximum Stress and Stress Ratio of Locking Bolt Pad
for Design and Level A Condition ..................................................................................... 54
표 19-2 Maximum Stress and Stress Ratio of Locking Bolt Pad
for Level D Condition ............................................................................................................. 54
표 20-1 Maximum Stress and Stress Ratio of Hinge Stopper
for Design and Level A Condition ..................................................................................... 55
표 20-3 Maximum Stress and Stress Ratio of Hinge Stopper
for Level D Condition ............................................................................................................. 55
표 21-1 Maximum Stress and Stress Ratio of SP Hinge
for Design and Level A Condition ..................................................................................... 56
표 21-2 Maximum Stress and Stress Ratio of SP Hinge
for Level D Condition ............................................................................................................ 56
표 22-1 Maximum Stress and Stress Ratio of Rotating Arm
for Level A Condition ............................................................................................................ 57
표 22-2 Maximum Stress and Stress Ratio of Rotating Arm
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for Level D Condition ............................................................................................................ 58
표 23 Maximum Stress and Stress Ratio of Anchor Bolts ........................................................ 61
표 24 Maximum Stress and Stress Ratio of Sliding Panel Hinge............................................ 64
표 25-1 수조덮개 창문의 볼트와 힌지에 발생하는 하중을 구하기 위한 자료 .......................... 65
표 25-2 SSE 지진하중에서 수조덮개 창문의 볼트와 힌지에 발생하는 하중(N) ........................ 66
표 26 Maximum Stress and Stress Ratio of Pool Cover Window Bolts ............................... 66
표 27 Maximum Stress and Stress Ratio of Stopper .................................................................. 68
표 28 Maximum Stress and Stress Ratio of Locking Pad Pins
for the Sliding Panel ............................................................................................................. 69
표 29 이동식 및 고정식 후크에 발생하는 하중 및 응력평가 .................................................... 70
표 30 Maximum Stress and Stress Ratio of Locking Bolts ....................................................... 72
표 31 Maximum Stress and Stress Ratio of SP-C Anchor Bolts ............................................. 72
표 32-1 Maximum Stress and Stress Ratio of Bracket for Design and Level A Condition ..................................................................................... 78
표 32-2 Maximum Stress and Stress Ratio of Bracket
for Design and Level D Condition ..................................................................................... 78
표 33-1 Maximum Stress and Stress Ratio of Upper Bracket(SP)
for Design and Level A Condition ..................................................................................... 80
표 33-2 Maximum Stress and Stress Ratio of Upper Bracket(SP)
for Design and Level D Condition ..................................................................................... 80
표 34-1 Maximum Stress and Stress Ratio of Bracket(PCA-A)
for Design and Level A Condition ..................................................................................... 82
표 34-2 Maximum Stress and Stress Ratio of Bracket(PCA-A)
for Design and Level D Condition ..................................................................................... 82
표 35 레일이송장치 부재의 두께 ....................................................................................................... 84
표 36 플랫폼과 이송레일의 동적유체질량 ....................................................................................... 85
표 37-1 레일이송장치에 대한 주요 모드계수(공기중) .................................................................... 87
표 37-2 레일이송장치에 대한 주요 모드계수(수중) ........................................................................ 87
표 38-1 Stress Intensities of Assembly Model
for Dead weight and DWT Load ...................................................................................... 112
표 38-2 Stress Intensities of Assembly Modelfor Dead weight and SSE Load ......................................................................................... 112
표 39-1 Maximum Stress and Stress Ratio of Bracket Welding
for Design and Level A Condition ................................................................................... 115
표 39-2 Maximum Stress and Stress Ratio of Bracket Welding
for Design and Level D Condition ................................................................................... 115
표 40-1 Maximum Stress and Stress Ratio of Bracket Welding
for Design and Level A Condition ................................................................................... 117
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표 40-2 Maximum Stress and Stress Ratio of Bracket Welding
for Design and Level D Condition ................................................................................... 117
표 41 Maximum Stress and Stress Ratio of Bracket Welding
for Design and Level D Condition ................................................................................... 119
표 42-1 Maximum Stress and Stress Ratio of Platform Beam Welding
for Design and Level A Condition ................................................................................... 121
표 42-2 Maximum Stress and Stress Ratio of Platform Beam Welding
for Design and Level D Condition ................................................................................... 121
표 43 Bolt Information of Bracket .................................................................................................. 124
표 44 Maximum Stress and Stress Ratio of Bracket bolt ........................................................ 125
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그 림 목 차
그림 1 수조덮개 지진해석의 입력응답스펙트럼 - SSE, 7% 감쇠 ············································· 129
그림 2 수조덮개의 해석모델 - 펴진상태 ························································································ 130그림 3 수조덮개의 해석모델 - 접힌상태 ························································································ 130
그림 4 단면 RMAIN ··························································································································· 131
그림 5 단면 LMAIN ····························································································································131
그림 6 단면 MSIDE ····························································································································· 132
그림 7 단면 RSIDE ······························································································································ 132
그림 8 단면 LSIDE ······························································································································ 133
그림 9 단면 ANCHOR ······················································································································· 133
그림 10 단면 SBEAM ·························································································································· 134
그림 11 단면 AFRAME ······················································································································ 134
그림 12 단면 FREND1 ························································································································ 135그림 13 단면 FREND2 ························································································································ 135
그림 14 단면 FREND3 ························································································································ 136
그림 15 단면 FLEND1 ························································································································ 136
그림 16 단면 FLEND2 ························································································································ 137
그림 17 단면 FLEND3 ························································································································ 137
그림 18 단면 REND1 ·························································································································· 138
그림 19 단면 REND2 ·························································································································· 138
그림 20 단면 EXRAIL ························································································································· 139
그림 21 단면 PANEL ·························································································································· 139
그림 22 단면 WSOLID ······················································································································· 140
그림 23 단면 WHEEL ························································································································· 140
그림 24 단면 WHRGD ······················································································································· 141
그림 25 단면 STOPPER ······················································································································ 141
그림 26 단면 STRGD ·························································································································· 142
그림 27 단면 HABBM ·························································································································142
그림 28 단면 HACBM ························································································································ 143
그림 29 단면 HINGEAB ·····················································································································143
그림 30 단면 HINGEAC ···················································································································· 144
그림 31 단면 HINGEBB ····················································································································· 144
그림 32 단면 HINGECC ···················································································································· 145
그림 33 단면 HSTOPPER ···················································································································145
그림 34 단면 HSTRGD ······················································································································· 146
그림 35 단면 PSTOPPER ····················································································································146
그림 36 단면 ESTOPPER ····················································································································147
그림 37 단면 STOPPIN ······················································································································ 147
그림 38 단면 ARM1_S / ARM1_N ·································································································148
그림 39 단면 ARM2_S / RM2_N ···································································································· 148
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그림 40 단면 ARM3_S / ARM3_N ·································································································149
그림 41 단면 NTD1_S BODY / NTD1_N BODY ······································································· 149
그림 42 단면 NTD2 SUPPORT ········································································································ 150
그림 43 단면 NTD2 ARM ················································································································· 150
그림 44 하나로 수조덮개의 각 부재에 대한Section Name ···················································· 151그림 45 NTD1_S 회전팔의 각 부재에 대한 Section Name ····················································· 152
그림 46 NTD1_N 회전팔의 각 부재에 대한 Section Name ···················································· 152
그림 47 펴진 상태의 정적해석을 위한 경계조건 ·········································································· 153
그림 48 접힌 상태의 정적해석을 위한 경계조건 ·········································································· 153
그림 49 펴진상태의 고유진동수해석 및 지진해석을 위한 경계조건········································ 154
그림 50 접힌상태의 고유진동수해석 및 지진해석을 위한 경계조건········································ 154
그림 51 Pool Cover 그레이팅과 폴리카보네이트 단위 질량계산을 위한 단위 영역 ······· 155
그림 52 Sliding Panel 그레이팅과 폴리카보네이트 단위 질량계산을 위한 단위 영역 ··· 155
그림 53 수조덮개의 하중분포(자중, 펴진 상태) ············································································ 156
그림 54 수조덮개의 하중분포(자중, 접힌 상태) ············································································ 156
그림 55 펴진 상태의 수조덮개의 1차 모드 ····················································································157
그림 56 펴진 상태의 수조덮개의 2차 모드 ····················································································157
그림 57 펴진 상태의 수조덮개의 3차 모드 ····················································································158
그림 58 펴진 상태의 수조덮개의 4차 모드 ····················································································158
그림 59 펴진 상태의 수조덮개의 5차 모드 ····················································································159
그림 60 펴진 상태의 수조덮개의 6차 모드 ····················································································159
그림 61 펴진 상태의 수조덮개의 7차 모드 ····················································································160
그림 62 펴진 상태의 수조덮개의 8차 모드 ····················································································160
그림 63 펴진 상태의 수조덮개의 9차 모드 ····················································································161
그림 64 펴진 상태의 수조덮개의 10차 모드 ··················································································161
그림 65 접힌 상태의 수조덮개의 1차 모드 ····················································································162
그림 66 접힌 상태의 수조덮개의 2차 모드 ····················································································162
그림 67 접힌 상태의 수조덮개의 3차 모드 ····················································································163
그림 68 접힌 상태의 수조덮개의 4차 모드 ····················································································163
그림 69 접힌 상태의 수조덮개의 5차 모드 ····················································································164
그림 70 접힌 상태의 수조덮개의 6차 모드 ····················································································164
그림 71 접힌 상태의 수조덮개의 7차 모드 ····················································································165
그림 72 접힌 상태의 수조덮개의 8차 모드 ····················································································165
그림 73 접힌 상태의 수조덮개의 9차 모드 ····················································································166
그림 74 접힌 상태의 수조덮개의 10차 모드 ··················································································166
그림 75 앵커볼트의 콘크리트 ············································································································167
그림 76 이송레일의 동적유체질량 구간··························································································168
그림 77 레일이송장치 부재의 두께··································································································169
그림 78 레일-브라켓 필렛 용접 위치 전체도 ················································································ 169
그림 79 Section A의 용접위치 ·········································································································· 170
그림 80 Section B의 용접위치 ·········································································································· 171
그림 81 Section C의 용접위치 ·········································································································· 172
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그림 82 레일이송장치의 경계조건····································································································173
그림 83 레일이송장치의 DWT Load의 Stress Intensity ····························································· 173
그림 84 레일이송장치의 공기중에서의1차모드 ············································································174
그림 85 레일이송장치의 공기중에서의2차 모드 ·········································································· 174
그림 86 레일이송장치의 공기중에서의3차 모드 ·········································································· 175그림 87 레일이송장치의 공기중에서의 4차 모드 ·········································································· 175
그림 88 레일이송장치의 공기중에서의5차 모드 ·········································································· 176
그림 89 레일이송장치의 공기중에서의6차 모드 ·········································································· 176
그림 90 레일이송장치의 공기중에서의7차 모드 ·········································································· 177
그림 91 레일이송장치의 공기중에서의8차 모드 ·········································································· 177
그림 92 레일이송장치의 공기중에서의9차 모드 ·········································································· 178
그림 93 레일이송장치의 공기중에서의10차 모드 ········································································178
그림 94 레일이송장치의 수중에서의1차 모드 ··············································································179
그림 95 레일이송장치의 수중에서의2차 모드 ··············································································179
그림 96 레일이송장치의 수중에서의3차 모드 ··············································································180
그림 97 레일이송장치의 수중에서의 4차 모드 ··············································································180
그림 98 레일이송장치의 수중에서의5차 모드 ··············································································181
그림 99 레일이송장치의 수중에서의6차 모드 ··············································································181
그림 100 레일이송장치의 수중에서의7차 모드 ············································································182
그림 101 레일이송장치의 수중에서의8차 모드 ············································································182
그림 102 레일이송장치의 수중에서의9차 모드 ············································································183
그림 103 레일이송장치의 수중에서의10차 모드 ·········································································· 183
그림 104 레일이송장치의 Stress Intensity(SSE) ············································································ 184
그림 105 Platform(右)의 Stress Intensity(SSE) ·············································································· 185
그림 106 Platform(中)의 Stress Intensity(SSE) ·············································································· 185
그림 107 Platform(左)의 Stress Intensity(SSE) ·············································································· 186
그림 108 Rail의 Stress Intensity(SSE) ····························································································· 186
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제 1 장 서 론
중성자 핵변환 도핑(NTD)은 하나로 반사체 탱크에 있는 NTD1 수직 조사공을 이
용하여 수행된다. NTD1 조사공은 북쪽 방향으로부터 시계방향으로 약 30도 방향에 위
치(원자로 노심을 중심으로 작업 수로 반대쪽)하고 있으며, 제어봉 구동 rod도 수조 상
부에서 노심 쪽으로 연결되어 있어 실리콘 단결정 조사통을 작업 수로에서 조사공으
로 또는 그 반대 방향으로 안전하게 이동하기 위해서는 특별한 장치가 필요하다. 즉
NTD1 수직 조사공에 조사통을 이송할 수 있는 특별한 장치로는 기존의 수조덮개에
NTD1 회전팔 2개와 기존의 원자로 수조내부의 플랫홈을 개조한 레일이송장치이다.
이 보고서는 하나로 NTD1 회전팔 및 레일이송장치에 대한 구조건전성 평가 기술
시방서[1] 요건에 따라 하나로 원자로 수조덮개에 설치된2대의 NTD1 회전팔과 수조
벽면에 설치된 레일이송장치에 대한 내진해석과 구조적 건전성 평가를 위한 것이다.이를 위하여 하나로 수조덮개에 대한 제작 설계도면과NTD1 회전팔 및 레일이송장치
에 대한 구조건전성 평가 기술시방서에 첨부한 제작 설계도면을 기반으로NTD1 회전
팔과 레일이송장치의 구조해석 모델을 작성한 후 정적 해석을 수행하고, 해석 모델 대
한 동특성을 분석한 뒤에 설계기준 지진하중, SSE 지진하중에 대한 지진응답해석을 수
행하였다.
해석 프로그램으로는 ANSYS 11.0[2]을 사용하였으며 지진하중으로는 하나로 수조
덮개의 내진해석 기술시방서에서 주어진 SSE 층응답가속도스펙트럼을 적용하였다. 기
술시방서[1]에서 주어진 하중 조건을 적용하여 주요부재의 응력강도(stress intensity)를
구하고 ASME 코드에 명시된 허용 응력을 적용하여 구조건전성 평가를 수행하였다.
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제 2장 규격 요구조건
제 1절 설계등급 분류
하나로 수조덮개에 설치되는 NTD1 회전팔과 원자로수조 플랫폼을 개조한 레일이
송장치의 안전등급은 비안전성(non-nuclear safety, NNS), 내진 범주(seismic category)
는 II 등급, 품질등급(quality class)은 T 등급으로 분류한다.
제 2절 규격 및 허용응력
하나로 수조덮개에 설치되는 NTD1 회전팔과 레일이송장치에 대하여 설계해석상ASME Sec. III, NF[3]의 규정을 적용하였다. 보수적인 평가를 위하여 내진범주 I급에
적용하는 SSE 지진하중을 적용하여 내진해석을 수행하였다.
하나로 수조덮개와 관련된 보 구조물에 대해서는ASME Sec. III, NF-3322, "Design
Requirements for Structural Steel Members"[3] 기준에 준하였으며, 구조물의 응력강도
를 계산하고 허용응력과 비교하였다. 설계조건 및 운전조건 A에 대한 허용응력은 구
조물의 응력성분과 단면형태에 따라 다르지만 현재 구조물에 적용가능성이 있는 허용
응력에 관련된 식은 다음과 같이 분류된다.
(a) 인장응력 (핀 및 나사조건 제외)
Ft = 0.60 Sy
(b) 전단응력(핀조건 제외)
Fv = 0.4 Sy
(c) 압축응력(austenitic stainless steel)
Fa = Sy (0.47 - kl/r/444), kl/r <120
(d) 굽힘응력 (compact sections)
Fb,major = Fb,minor = 0.66 Sy,
(e) 응력조합fa/Fa < 0.15 일 때 다음 식을 사용한다.
(fa/Fa) +(fbx/Fbx) + (fby/Fby) < 1.0
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운전조건 B, C와 D에 대한 허용응력들은 운전조건 A의 허용응력에 해당되는 응력
지수를 곱한 값을 사용한다. 각 운전조건에 따른 응력지수들은 다음과 같으며, 운전조
건 D에 대해서는 Appendix F[4]를 따른다.
Design and Level A Level B Level C Level D
Ks 1.0 1.33 1.5 Appendix F
Km 1.0 1.33 1.5 Appendix F
하나로 수조덮개를 원자로 수조의 상부에 고정시키기 위한 지지 볼트에 대한 구조
건전성 평가는 ASME Sec. III, NF-3324.6, "Design Requirements for Bolted Joints"[3]
기준에 따랐으며, 지지 볼트의 응력을 계산하고 허용응력과 비교하였다. 운전조건 A에대한 허용응력에 관련된 식은 다음과 같이 분류된다.
(a) 인장응력(Austenitic Stainless Steel)
Ftb = Su /3.33
(b) 전단응력(Austenitic Stainless Steel)
Fvb = 0.6 2 Su /5
(c) 인장응력과 전단응력의 조합
(ft2 /Ftb2) +(fv2 /Fvb2) < 1.0
운전조건 B, C와 D에 대한 허용응력들은 운전조건 A의 허용응력에 해당되는 응력
지수를 곱한 값을 사용한다. 각 운전조건에 따른 응력지수들은 같으며, 운전조건 D에
대해서는 Appendix F[4]를 따른다.
Level A Level B Level C Level D
Ks 1.0 1.15 1.25 Appendix F
Km 1.0 1.15 1.25 Appendix F
하나로 레일이송장치에서 플레이트 형태의 용접부는ASME Sec. III, NF-3226,
"Design of Weld Joints"[3] 기준을 적용하였고, 용접부의 최대 응력강도를 계산하여
허용응력과 비교하였다. 필렛 용접의 경우 운전조건 A에 대한 허용응력은
0.3×Minimum tensile strength로 나타나 있다. 운전조건 B와 D에 대한 허용응력들은
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운전조건 A의 허용응력에 해당되는 응력지수를 곱한 값을 사용한다. 각 운전조건에
따른 응력지수들은 다음과 같으며, 운전조건 D에 대해서는 Appendix F[4]를 따른다.
Level A Level B Level D
Ks 1.0 1.33 2.4(Appendix F)
Km 1.0 1.33 2.4(Appendix F)
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제 3절 재료 및 물성
신규 설치되는 하나로 수조덮개의 NTD1 회전팔과 수조내부의 레일이송장치의 재
료는 대부분 S.S. 304 재료를 사용하고 있다. 그러나 고정식과 마찰식 stopper의 재료
는 A564 Type 630이며, 앵커볼트의 재료는 A193이다. 기준 설계온도에서 사용 재료의
기계적 물성은 표 1과 같다.
표 1. 재료의 기계적 물성치와 기준 설계값
S.S. 304 A564 Type 630 A193(볼트)
Reference Temperature(oC) 20 20 20
Modulus of Elasticity(GPa) 187.8 187.8 187.8
Mass Density(Kg/m3) 8030 8030 8030
Poisson's Ratio 0.28 0.3 0.3
Ultimate Strength, Su(MPa) 517 965 689
Y ield Strength , Sy(MPa) 207 792 345
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제 4절 하중조건
상기 구조물의 건전성 평가를 위해 적용한 하중은 정하중(D), 활하중(L), 안전정지
지진하중(SSE) 이다.
(1) 정하중 (Dead L oad)
회전팔은 수조덮개 슬라이딩 판넬(SP-B)와 동측 PCA-A에 각각 설치되며, 이들의
자중은 SP-B에 설치된 회전팔은 58kg, PCA-A에 설치된 회전팔은 60kg이 자중에 포함
하였다. 그리고 회전팔에는 수중 무게 80kg의 조사통 중량이 걸리게 된다. 조사통을
이송할 때 동시에 2개의 회전팔에 하중이 걸리는 경우는 없으나 보수적 평가를 위해
양쪽 회전팔 끝단에 80kg의 조사통 무게를 집중하중으로 가하였다.
레일이송장치의 공기중 질량은 198kg으로 자중에 포함하였다. 또 레일이송장치에는10조사통의 무게, 80kg도 집중하중으로 두어 레일의 하중에 반영하였다. 또한 레일이
송장치는 동적 거동 해석시 수중에 있으므로 동적유체질량을 고려한 해석이 수행되었
다.
(2) 활하중 (L ive L oad)
NTD1이 설치된 수조덮개와 레일이송장치는500kg/m2의 활하중이 작용한다. 그러
나 수조덮개의 경우 접힌 상태에서는 활하중을 고려치 않았다.
(3) 지진하중(Seismic Load)NTD1 회전팔 및 레일이송장치 구조물에 대한 지진응답해석의 평가시 층응답스펙
트럼은 구조물이 설치되는 원자로 수조 상부(EL 85.55m)에서의 설계 스펙트럼으로 사
용한다. 보수적인 평가를 위하여 원자로건물 시간이력해석으로부터 구한 층응답스펙트
럼 중에서 수조내 레일이송장치가 설치된 위치보다 상부에 있는 층응답스펙트럼을 지
진하중으로 정하였다. NTD1 회전팔이 설치된 수조덮개의 경계조건이 앵커 볼트로 고
정되므로 2개의 수평방향과 1개의 수직방향의 하중으로 SSE 지진하중에서의 감쇠비가
7%인 층응답스펙트럼 곡선을 사용하였다. 하중조합은 자중(DWT)과 지진하중(SSE)의
조합에 따라 다음과 같이 분류하였다.
- Service Level A : D (Dead Weight)
- Service Level D : D + SSE
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제 3 장 수조덮개와 NTD1 회전팔
제 1절 하나로 수조덮개와 NTD1 회전팔 모델링
하나로 수조덮개에 신규 설치되는 NDT1 회전팔의 유한요소 모델을 작성하기 위하
여 상용 구조해석 프로그램인 ANSYS를 사용하였다. 수조덮개를 구성하는 모든 부재
는 보요소(beam element)와 집중질량으로 모델링되었고, NTD1 회전팔을 구성하는 부
재로서 회전팔 브라켓은 판요소(shell element), 회전팔 작동장치와 회전팔은 보요소
(beam element)로 유한요소 모델링하였다. 먼저 보요소를 구성하기 위하여 선(line)을
사용하여 모델을 작성하며, 선들이 서로 접하는 점에는 정확히 절점이 생길 수 있도록
KP명령을 사용하였다. 특히, 본 해석모델을 구성하는 보요소의 단면 중 방향이 대칭이
아닌 요소가 존재하므로 선으로부터 생성될 보 요소의 방향이 일정하게 유지되어야
한다. ANSYS에서는 선의 방향을 조절하는 명령어를 제공하지 않으므로, 새로 작성된
“CODIRC.MAC” MACRO를 이용하여 선의 방향을 정리하였다.
본 보고서에서 해석할 모델은 슬라이딩 판넬이 접혀있을 때와 접혀있지 않을 때의
2 가지 경우로서 펴진 상태인 CASE I는 그림 2에 나타나 있고, 접힌 상태인 CASE II
는 그림 3에 나타나 있다. 여기서 전체 좌표계는 수평 X(동서)와 Y(남북) 방향과 수직
Z 방향을 보여 준다.
본 모델의 경우 수조덮개에 34개, NTD1 회전팔에 4개의 서로 다른 보(beam) 요소
(element) 단면을 정의하여 사용하였다. ANSYS에서 제공하는 보 요소는 여러 가지가
있지만 본 모델과 같이 생성될 보 요소의 절점 위치와 보 요소 단면의 무게중심위치
가 일치하지 않는 경우 real property로 고려할 수 있는 BEAM44 요소를 사용하였다.
BEAM44 요소는 2개 혹은 3개의 절점을 사용하여 생성할 수 있으나, 여기서는 보의
요소 좌표계를 정확히 설정할 수 있도록 3개의 절점을 이용하여 생성하였다. 이 경우
2 개의 절점은 실제 보 요소의 길이 방향의 정의에 사용되며, 추가되는 마지막 절점은
요소 좌표계의 z방향의 정의에 사용된다.
BEAM44 요소의 경우 상당히 복잡한 real property의 입력을 요구하므로, 수작업에
의존하여 그 값을 계산하는 대신 ANSYS 11.0부터 제공하는 보 단면계수 계산모듈을사용하여 단면계수를 계산한 후, 이를 BEAM44 형식의 real property로 환산하여 사용
하였다. 모델에서 서로 다른 단면계수를 갖는 부위를 일괄적으로 처리하기 위해
ANSYS의 component기능 (CM,***,line)을 사용하여 모델을 구성하는 line을 38개의 그
룹으로 분리하여 처리하였다.
그림 4에서 그림 43까지는 모델 작성시 사용된 단면계수들의 모양과 real property
번호 및 line component와의 관계를 보여준다. 즉, 그림 우측의 “SECTION ID"가 real
property 번호에 해당되며, ”SECTION NAME"이 line component의 이름에 해당된다.
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Area(mm2) Y -M oment of Inertia(mm4) Z -M oment of Inertia(mm4)
ARM1_S 706.3 39679 39679
ARM1_N 1256 125404 125404
ARM2_S/
ARM2_N
2500 520833 520833
ARM3_S/
ARM3_N900 307500 307500
NTD1 BODY_S/
NTD1 BODY_N19338 0.272E+8 0.357E+08
NTD2-SUPPORT 2122 358167 358167
NTD2-ARM 599.04 219696 219696
우측에 계산된 값은 ANSYS에서 기본적으로 계산한 단면계수로 BEAM44에는 이 값들
을 변환한 값이 사용된다. 회전팔의 지지구조물로 사용된 판요소(shell element)는 4절
점의 6자유도를 가진 SHELL181을 사용하였다.
표 2-1에는 NDT1 회전팔에 사용된 SHELL181의 두께, 표 2-2, 표2-3에는 그림 4에서 그림 43까지에 나타난 단면계수를 정리하였고, 각 부재 명칭과 위치를 그림 44에서
그림 45까지 도시하였다.
표 2-1 NDT1 회전팔 지지구조물의 판요소의 두께
Thickness(mm)
NTD1_S_BRACKET 8
NTD1_N_BRACKET 8 (상판은 15)
표 2-2 NDT1 회전팔의 부재 단면계수
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표 2-3 하나로 수조덮개의 부재 단면계수
Area(mm2) Y-Moment of Inertia(mm4) Z -M oment of Inertia(mm4)
RMAIN 9280.0 0.14987E+08 0.78739E+08
LMAIN 9280.0 0.14987E+08 0.78739E+08MSIDE 7400.0 0.55690E+07 0.40898E+08
RSIDE 5700.0 0.30746E+07 0.19889E+08
LSIDE 5700.0 0.30746E+07 0.19889E+08
ANCHOR 4000.0 0.86583E+07 0.12271E+07
SBEAM 2640.0 0.16701E+07 0.44080E+07
AFRAME 768.00 0.33530E+06 0.18522E+06
FREND1 13250. 0.42526E+07 0.66153E+08
FREND2 13250. 0.42526E+07 0.66153E+08
FREND3 40000. 0.13333E+09 0.13333E+09
FLEND1 13250. 0.42526E+07 0.66153E+08
FLEND2 13250. 0.42526E+07 0.66153E+08
FLEND3 40000. 0.13333E+09 0.13333E+09
REND1 30000. 0.56250E+08 0.10000E+09
REND2 7500.0 0.14063E+08 0.15625E+07
EXRAIL 3392.0 0.26965E+07 0.74153E+07
PANEL 1656.0 0.63927E+06 0.20087E+07
WSOLID 706.31 39679. 39679.
WHEEL 4800.0 0.10240E+08 0.36000E+06
WHRGD 6500.0 0.91542E+07 0.13542E+07STOPPER 2500.0 0.52083E+06 0.52083E+06
STRGD 10000. 0.83333E+07 0.83333E+07
HABBM 452.04 16252. 16252.
HACBM 452.04 16252. 16252.
HINGEAB 5000.0 0.10417E+07 0.41667E+07
HINGEAC 5000.0 0.10417E+07 0.41667E+07
HINGEBB 2500.0 0.13021E+06 0.20833E+07
HINGECC 2500.0 0.13021E+06 0.20833E+07
HSTOPPER 1600.0 0.85333E+06 0.24373E+06
HSTRGD 800.00 6666.7 0.42667E+06
PSTOPPER 2000.0 0.16667E+07 66667.
ESTOPPER 2000.0 0.16667E+07 66667.
STOPPIN 313.91 7837.8 7837.8
ANPLATE 5350.0 0.28545E+08 0.34540E+07
LOCKRGD 10000. 0.83333E+07 0.83333E+07
LOCKSID1 1120.0 0.14933E+06 73173.
LOCKSID2 2800.0 0.23333E+07 0.18293E+06
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해석에 적용된 기본적인 경계조건으로는 수조덮개가 원자로 수조상부의 콘크리트
에 앵커로 고정되는 부위의 구속조건과 수조덮개와 슬라이딩 판넬 사이에 작용하는
구속조건으로 구분할 수 있다. 먼저, 앵커볼트가 위치한 1) PCA-A/PCA-B 호부재의 6
절점, 2) 펴진 경우의 SP-C 2절점, 및 3) 연장 레일의 12절점의 자유도는 모두 구속시킨다.(그림 47, 48) 또한 수조상부의 라이너에 올려져 있는 PCA-A/PCA-B 호부재는
수직 Z 방향으로 구속시킨다. 그러나 호부재의 수직 Z방향 구속은 정적해석일 경우에
는 타당하나, 내진해석시에는 상하방향의 운동을 방해하는 요소로 작용되므로 보수적
인 평가를 수행하기 위하여 고유진동수 해석과 이에 따른 내진 해석시에는 수직방향
으로 구속하지 않는다.(그림 49, 그림 50)
그리고 수조덮개와 슬라이딩 판넬 사이에 작용하는 구속조건은 해당 자유도의 관
계식을 Coupling 명령, CP로 표현할 수 있으며 다음과 같다.
고정식 stopper : X, Y방향으로 변위와 회전을 couple (펴진 경우에만 적용)
마찰식 stopper : X, Z방향으로 변위와 회전을 couple (펴진 경우에만 적용)
X, Z방향으로 변위만을 couple (접혀있는 경우에 적용)
바 퀴 : 좌우측 모두 Z방향으로 couple.
좌측의 삼각 레일 바퀴는 X방향으로도 couple
SP-A/SP-B/SP-C 사이 힌지 : RotX 자유도를 제외한 모든 자유도를 couple
SP-B/SP-C locking pin : X, Y, Z 방향으로 변위 couple (펴진 경우에만 적용)
위에서 기술한 하나로 수조덮개의 슬라이딩 판넬 위치에 따른 경계조건을 표3과표 4에 나타내었다.
표 3 펴진경우(Unfolded Case), CASE I의 Couple 조건
부위 Couple Ux Uy Uz ROTx ROTy ROTz
바 퀴 ○(서) - ○(동/서) - - -
고정식 Stopper ○ ○ - ○ ○ -
마찰식 Stopper ○ - ○ ○ ○ -
SP -A / SP -B / SP -C
사이 힌지○ ○ ○ - ○ ○
SP-B / SP-C
Locking Pin○ ○ ○ - - -
주) ○ : Fixed, - : Free
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표 4 접힌경우(Folded Case), CASE II의 Couple 조건
부위 Couple Ux Uy Uz ROTx ROTy ROTz
바 퀴 ○(서) - ○(동/서) - - -
마찰식 Stopper ○ - ○ - - -
SP -A / SP -B / SP -C
사이 힌지○ ○ ○ - ○ ○
Locking Bolt ○ ○ ○ ○ ○ ○
주) ○ : Fixed, - : Free
보 자체의 질량은 주어진 단면형상과 물성치로부터 자동으로 계산되나, 부재 위에
얹히는 상판이나 그레이팅(grating) 등의 질량은 보 요소의 절점에 집중질량으로 처리
되었다. 수조덮개에 설치된 NTD1 회전팔 모델을 구현하기 위해 하나로 수조덮개와
NTD1 회전팔을 각각 모델링 하였고, 두 모델 간에 couple명령을 이용하여 6자유도 전
부를 구속 체결하였다.
그레이팅과 폴리카보네이트의 단위면적당 질량과 슬라이딩 판넬 (SP-A, SP-B,
SP-C)의 각 윈도우를 덮는 checked plate의 질량은 다음과 같다. 우측의 SPAX1,
SPAX2 등은 프로그램 내부에서 처리된 단위영역의 이름들로 그림 52과 그림 53에 그
단위영역이 나타나 있다.
그레이팅: 50E-6 kg/mm^2 (GRATING SUS304 t 32mm)
폴리카보네이트 11.4E-6 (kg/mm^2 POLY-CARBONATE t 9.2mm)
SPA1 = 7.72 kg (SPAX1+SPAX2+NTD1)
SPA2 = 8.22 kg (SPAX3+OR5+SPAX4)
SPA3 = 5.93 kg (CTIR)
SPA4 = 3.16 kg (SPAX5)
SPA5 = 3.71 kg (OR4)
SPA6 = 5.14 kg (SPAX6+NTD2)
SPA7 = 4.66 kg (SPAX7)
SPA8 = 4.66 kg (SPAX8)
SPB1 = 18.76 kg (SPBW1+SPBW2)
SPB2 = 16.60 kg (SPBW3+SPBW4)
SPB3 = 16.57/2 kg (SPBW5)
SPB4 = 16.57/2 kg (SPBW6)
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SPC1 = 35.32 kg (SPCW1+SPCW2+SPCW3+SPCW4)
본 모델에서 사용된 물성치는 표 1에 주어진 바와 같이 하였다.
Ex (Young's Modulus): 187.8E6 mN/mm2NUXY (Poisson's ratio): 0.28
Density: 8.03E-6 kg/mm3
한편 슬라이딩 판넬의 바퀴와 같이 강성이 높은 몇몇 부위에는 탄성계수가 높은
물성치(200E11 mN/mm2 정도의 값을 사용)를 사용하여 처리하였다. 정적 응력해석에
사용된 하중은 구조물의 자중을 비롯하여, 후크 작용하중, 각종 윈도우에 놓이는 장비
들의 자중, 활하중 등으로 구별되며 내진해석에서도 고려될 수 있도록 집중질량으로
치환하여 적용하였다.
특히 NTD 1과 NTD 2에 설치될 구동장치의 중량은 각각 100Kg이 되며, CT/IR 구
동장치가 100 Kg, OR4 및 OR5에 설치될 구동장치의 중량도 각각 100Kg이다. 또한 수
조덮개 (PCA-A와 PCA-B)의 각각 주프레임에는 2개의 Hook가 달린 이동용 hook 장
치에 걸리는 하중으로 각각 100 Kg (50Kg, 2개)이 되며, 고정용 Lug가 주프레임
(PCA-A와 PCA-B) 남쪽에 2개씩 있으며 각각 100 Kg 하중이 걸리도록 설계되었다. 그
리고 고정용 hook 1개에 걸리는 하중은 100 Kg이다. 따라서 적용된 하중은 다음과 같
이 정렬하였다.
① 이동용 후크 장치 : PCA-A 1개에 걸리는 질량 = 100 kg(50Kg, 2개) PCA-B 1개에 걸리는 질량 = 100 kg(50Kg, 2개)
② 고정용 후크 1개에 걸리는 질량: 100 kg
③ 고정용 Lug : PCA-A 남쪽 2개에 걸리는 질량 = 200 kg(각각 100Kg)
PCA-B 남쪽 2개에 걸리는 질량 = 200 kg(각각 100Kg)
④ NTD1 구동장치의 질량: 100 kg
⑤ NTD2 구동장치의 질량: 100 kg
⑥ CT/IR 구동장치의 질량: 100 kg
⑦ OR4 구동장치의 질량: 100 kg
⑧ OR5 구동장치의 질량: 100 kg
⑨ 단위 면적당 활하중 : 500 kg/m2
(슬라이딩 판넬 SP-B와 SP-C를 접었을 때에는 작용하지 않음)
수조 덮개에 설치된 두 대의 NTD1 회전팔은 지지구조물, 작동장치, 회전팔로 구성
되며 회전팔의 끝단에 조사통이 매달리게 된다. 지지구조물은 shell요소, 작동장치와
회전팔은 beam요소, 조사통은 집중질량으로 표현하였다. 회전팔의 중량은 조사통을 제
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외하고 수조덮개(SP)에 설치된 NTD1 회전팔은 58kg, 수조덮개 PCA-A에 설치된
NTD1 회전팔은 60kg이다. 회전팔의 중량은 지지구조물, 작동장치, 회전팔에 대하여
밀도를 조정하여 총 중량을 일치시켰다. 본 모델에서 사용된 두 대의 NTD1 회전팔의
물성치는 다음과 같다. SP에 설치된 회전팔 : Ex (Young's Modulus): 187.8E6 mN/mm2
NUXY (Poisson's ratio): 0.28
Density: 5.8E-6 kg/mm3
PCA-A에 설치된 회전팔 : Ex (Young's Modulus): 187.8E6 mN/mm2
NUXY (Poisson's ratio): 0.28
Density: 6.4E-6 kg/mm3
NTD1 회전팔에 달리는 조사통의 중량은 80kg으로 실제 작동에서는 조사통을 이송
하게 되므로 동시에 두 대의 회전팔에 하중이 걸리는 경우는 없지만 보수적인 평가를
위하여 NTD1 회전팔 2개 모두 조사통이 매달려 있다고 가정하였다.
그림 54과 그림 55는 하나로 수조덮개의 슬라이딩 판넬이 펴진 상태와 접힌 상태
에서의 정적해석 후 하중 분포상태를 보여주고 있다.
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제 2절 고유진동수 해석
NTD1 회전팔이 설치된 하나로 수조덮개의 동특성을 파악하기 위하여ANSYS 11.0
구조해석 프로그램을 이용하였다. 먼저 고유치 해석을 수행하여 주요 모드에 대한 주
파수, 주기, effective mass, cumulative mass fraction 등의 출력 자료가 표 5-1과 표
5-2에 나타내었다.
표 5-1은 슬라이딩 판넬이 펴진 상태(Case I)의 주요 모드와 관련된 자료를 나타내
고, 초기 10 개 변위모드 형상을 그림 55부터 그림 64에 도시하였다. 또한, 표 5-2는
슬라이딩 판넬이 접힌 상태(Case II)의 주요 모드와 관련된 자료를 보여주고 있으며,
이 경우의 초기 10 개의 모드 형상을 그림 65부터 그림 74에 나타내었다.
하나로 수조덮개가 펴진 경우(CASE I)의 1차 고유진동수가 12.76 Hz에서 발생되었
고, 접힌 경우(CASE II)의 1차 고유진동수가 18.90 Hz에서 발생되었다. 수조덮개가 펴진 경우 1차, 3차 4차 모드까지는 NTD1 회전팔의 거동을 나타내며, 2차 모드인 16.99
Hz에서 PCA-A 및 PCA-B의 수조덮개의 휨 거동 모드를 나타낸다. NTD1 회전팔은
보요소로 모델링이 되어 있고, 각각 1차, 3차, 4차와 같은 X,Y,Z 방향의 휨 거동에 지
배적 영향을 받는다. 본 해석에서는 자유도마다 총 100개의 고유진동수를 이용하였다.
또한 그림 1의 설계 층응답 스펙트럼의 값을 추출하여 스펙트럴 가속도를 구한 후, 모
우드 중첩에 의한 구조물의 응답을 구하였다. NTD1 회전팔의 지진응답과 건전성 평
가는 제 4절에 특별히 수록하였다.
슬라이딩 판넬을 접어서 북쪽으로 이동한 상태(CASE II)의 경우에 1차 모드와 2차
모드는 슬라이딩 판넬에서 3차 모드와 4차 모드는 각각 PCA-A와 PCA-B의 거동을 나
타내고 있다. 이 경우의 건전성평가도 CASE-I의 경우와 동일하게 수행되었다.
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표 5-1 하나로 수조덮개의 펴진 경우(CASE I)에 대한 주요 모드계수
***** PARTICIPATION FACTOR CALCULATION ***** X DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 12.7570 0.78388E-01 11.827 0.154524 139.877 0.136315E-01
2 16.9858 0.58873E-01 -6.2592 0.081779 39.1774 0.174495E-01
3 18.0863 0.55291E-01 -17.042 0.222660 290.428 0.457528E-01
4 18.8160 0.53146E-01 17.865 0.233418 319.170 0.768571E-01
5 20.2397 0.49408E-01 1.6169 0.021125 2.61424 0.771119E-01
6 20.4407 0.48922E-01 -11.564 0.151094 133.736 0.901449E-01
7 24.5569 0.40722E-01 24.829 0.324396 616.461 0.150221
8 28.7220 0.34817E-01 76.538 1.000000 5858.09 0.721114
9 34.1659 0.29269E-01 11.201 0.146347 125.466 0.733341
10 35.4151 0.28237E-01 -1.5494 0.020243 2.40051 0.733575
11 37.2135 0.26872E-01 0.92679E-01 0.001211 0.858935E-02 0.733575
12 37.8255 0.26437E-01 -0.47437 0.006198 0.225026 0.73359713 3 9 .3 76 8 0. 25 3 96 E- 01 6 .3 4 40 0 .082 887 4 0. 24 68 0 .7 37 5 20
14 39.9584 0.25026E-01 -0.54284 0.007092 0.294675 0.737548
15 42.0607 0.23775E-01 -9.9752 0.130329 99.5038 0.747245
16 42.7511 0.23391E-01 -5.6699 0.074079 32.1472 0.750378
17 44.7709 0.22336E-01 0.25840 0.003376 0.667729E-01 0.750385
18 45.1280 0.22159E-01 -17.316 0.226244 299.855 0.779607
19 46.0942 0.21695E-01 7.1883 0.093918 51.6722 0.784642
20 46.1618 0.21663E-01 4.6708 0.061025 21.8160 0.786768
21 47.8378 0.20904E-01 -7.7114 0.100752 59.4653 0.792564
22 48.5369 0.20603E-01 -1.4996 0.019593 2.24892 0.792783
23 50.2029 0.19919E-01 6.5719 0.085864 43.1892 0.796992
24 51.4743 0.19427E-01 2.3096 0.030176 5.33447 0.797512
25 55.1225 0.18141E-01 -5.0352 0.065786 25.3529 0.79998226 55.3333 0.18072E-01 4.7144 0.061595 22.2254 0.802148
27 55.9082 0.17886E-01 -6.5688 0.085824 43.1488 0.806353
28 5 6 .5 86 8 0. 17 67 2E- 01 3 .7 6 11 0. 04 9 14 0 14 .14 6 0 0 .807 7 32
29 57.5682 0.17371E-01 4.4502 0.058144 19.8043 0.809662
30 58.0367 0.17230E-01 -11.776 0.153859 138.677 0.823176
31 63.4038 0.15772E-01 -17.987 0.235004 323.524 0.854705
32 63.9007 0.15649E-01 -12.682 0.165690 160.823 0.870378
33 66.1753 0.15111E-01 7.0029 0.091495 49.0403 0.875157
34 70.8514 0.14114E-01 -9.7420 0.127282 94.9058 0.884406
35 71.9356 0.13901E-01 11.917 0.155705 142.023 0.898246
36 72.7489 0.13746E-01 12.311 0.160846 151.557 0.913016
37 75.3834 0.13266E-01 13.006 0.169930 169.159 0.929501
38 78.9024 0.12674E-01 5.4966 0.071815 30.2126 0.93244639 80.4851 0.12425E-01 2.4853 0.032472 6.17682 0.933048
40 84.5771 0.11824E-01 -2.4666 0.032227 6.08391 0.933641
41 87.3011 0.11455E-01 6.8262 0.089187 46.5968 0.938182
42 88.4460 0.11306E-01 4.0089 0.052377 16.0710 0.939748
43 89.5244 0.11170E-01 0.97015E-01 0.001268 0.941195E-02 0.939749
44 90.6824 0.11027E-01 2.9165 0.038105 8.50606 0.940578
45 90.9960 0.10989E-01 1.2604 0.016468 1.58865 0.940733
46 91.5382 0.10924E-01 -0.82655 0.010799 0.683187 0.940799
47 92.0659 0.10862E-01 0.23174 0.003028 0.537053E-01 0.940804
48 92.3288 0.10831E-01 -0.94607 0.012361 0.895046 0.940892
49 92.5292 0.10807E-01 1.6469 0.021517 2.71213 0.941156
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50 92.7638 0.10780E-01 0.76164 0.009951 0.580103 0.941212
51 92.8330 0.10772E-01 0.37065 0.004843 0.137379 0.941226
52 92.9305 0.10761E-01 -0.35410 0.004627 0.125390 0.941238
53 92.9528 0.10758E-01 -0.56496 0.007381 0.319178 0.941269
54 93.0610 0.10746E-01 -0.41474 0.005419 0.172007 0.941286
55 93.1027 0.10741E-01 0.14452 0.001888 0.208870E-01 0.94128856 93.1771 0.10732E-01 -0.71836 0.009386 0.516045 0.941338
57 93.4900 0.10696E-01 0.28520 0.003726 0.813393E-01 0.941346
58 93.7591 0.10666E-01 2.5096 0.032789 6.29821 0.941960
59 94.5614 0.10575E-01 -9.6553 0.126151 93.2255 0.951045
60 95.1200 0.10513E-01 8.8238 0.115286 77.8586 0.958633
61 95.2801 0.10495E-01 -1.4767 0.019294 2.18072 0.958845
62 96.0520 0.10411E-01 4.7494 0.062053 22.5569 0.961043
63 97.1873 0.10289E-01 7.3520 0.096056 54.0516 0.966311
64 99.4493 0.10055E-01 8.6637 0.113195 75.0597 0.973626
65 100.886 0.99122E-02 -1.6597 0.021685 2.75458 0.973894
66 102.749 0.97325E-02 -0.41119 0.005372 0.169081 0.973911
6 7 10 3. 63 3 0. 96 49 4 E- 02 - 6 .1 06 1 0. 07 97 7 8 3 7 .2 84 0 0. 97 7 54 4
68 104.140 0.96025E-02 2.1667 0.028308 4.69438 0.978002
69 105.485 0.94800E-02 -5.8403 0.076306 34.1091 0.981326
70 106.989 0.93467E-02 -5.4587 0.071320 29.7978 0.984230
71 107.928 0.92654E-02 -1.6482 0.021535 2.71666 0.984494
72 108.685 0.92009E-02 6.2044 0.081063 38.4950 0.988246
73 109.094 0.91664E-02 -2.3061 0.030130 5.31795 0.988764
74 110.550 0.90457E-02 3.9064 0.051039 15.2601 0.990251
75 111.627 0.89584E-02 -0.47352 0.006187 0.224219 0.990273
76 114.305 0.87485E-02 -0.16316 0.002132 0.266222E-01 0.990276
77 116.400 0.85911E-02 2.1742 0.028406 4.72702 0.990736
78 116.786 0.85627E-02 2.0397 0.026650 4.16044 0.991142
79 118.365 0.84484E-02 -0.87275 0.011403 0.761688 0.991216
80 118.386 0.84469E-02 -0.10719 0.001400 0.114890E-01 0.991217
81 119.251 0.83857E-02 3.3091 0.043234 10.9499 0.992284
82 119.360 0.83780E-02 0.65114 0.008507 0.423985 0.99232683 119.452 0.83716E-02 2.0806 0.027184 4.32883 0.992748
84 119.709 0.83536E-02 2.2770 0.029750 5.18494 0.993253
85 119.986 0.83343E-02 -2.3196 0.030306 5.38033 0.993777
86 121.897 0.82036E-02 -2.2276 0.029104 4.96214 0.994261
87 123.581 0.80919E-02 -1.5905 0.020780 2.52960 0.994507
88 124.037 0.80621E-02 1.8451 0.024107 3.40428 0.994839
89 127.462 0.78454E-02 -0.92391 0.012071 0.853613 0.994922
90 128.490 0.77827E-02 0.94304 0.012321 0.889329 0.995009
91 129.030 0.77501E-02 1.6885 0.022061 2.85097 0.995287
92 130.197 0.76807E-02 2.3807 0.031105 5.66769 0.995839
93 130.261 0.76769E-02 1.8874 0.024660 3.56234 0.996186
94 131.076 0.76292E-02 0.66922 0.008744 0.447860 0.996230
95 131.237 0.76198E-02 -1.5732 0.020554 2.47494 0.99647196 131.835 0.75853E-02 3.8510 0.050314 14.8300 0.997916
97 133.833 0.74720E-02 1.4563 0.019027 2.12070 0.998123
98 134.445 0.74380E-02 1.1151 0.014569 1.24334 0.998244
99 135.714 0.73684E-02 -2.0023 0.026161 4.00939 0.998635
100 136.190 0.73427E-02 -3.7428 0.048901 14.0083 1.00000
SUM OF EFFECTIVE MASSES= 10261.3
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***** PARTICIPATION FACTOR CALCULATION ***** Y DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 12.7570 0.78388E-01 0.76459E-01 0.001564 0.584592E-02 0.823856E-06 2 16.9858 0.58873E-01 -0.86201 0.017629 0.743065 0.105543E-03
3 18.0863 0.55291E-01 2.5961 0.053092 6.73967 0.105535E-02
4 18.8160 0.53146E-01 2.9725 0.060790 8.83599 0.230059E-02
5 20.2397 0.49408E-01 10.356 0.211788 107.249 0.174150E-01
6 20.4407 0.48922E-01 1.7926 0.036660 3.21346 0.178678E-01
7 24.5569 0.40722E-01 1.1142 0.022786 1.24139 0.180428E-01
8 28.7220 0.34817E-01 -1.5264 0.031216 2.32986 0.183711E-01
9 34.1659 0.29269E-01 -0.95535 0.019538 0.912695 0.184997E-01
10 35.4151 0.28237E-01 6.4132 0.131154 41.1292 0.242960E-01
11 37.2135 0.26872E-01 16.669 0.340884 277.844 0.634521E-01
12 37.8255 0.26437E-01 -8.1359 0.166383 66.1921 0.727805E-01
13 39.3768 0.25396E-01 -11.679 0.238839 136.395 0.920024E-01
14 39.9584 0.25026E-01 8.5053 0.173938 72.3394 0.102197
15 42.0607 0.23775E-01 -9.6386 0.197116 92.9028 0.115290
16 4 2. 75 11 0. 23 3 91 E- 01 22 .3 98 0. 45 804 8 5 01 .6 60 0 .185 9 88
17 44.7709 0.22336E-01 1.7854 0.036513 3.18773 0.186437
18 45.1280 0.22159E-01 15.403 0.315006 237.261 0.219874
19 46.0942 0.21695E-01 22.213 0.454273 493.425 0.289411
20 46.1618 0.21663E-01 8.2011 0.167717 67.2577 0.298890
21 47.8378 0.20904E-01 -48.898 1.000000 2391.04 0.635856
22 48.5369 0.20603E-01 -11.664 0.238527 136.038 0.655027
23 50.2029 0.19919E-01 11.449 0.234131 131.071 0.673499
24 51.4743 0.19427E-01 -6.0513 0.123754 36.6187 0.678660
25 55.1225 0.18141E-01 -12.708 0.259879 161.484 0.701417
26 55.3333 0.18072E-01 12.031 0.246036 144.739 0.721815
27 55.9082 0.17886E-01 -0.10171 0.002080 0.103440E-01 0.721817
28 56.5868 0.17672E-01 4.8421 0.099024 23.4458 0.72512129 57.5682 0.17371E-01 1.5367 0.031427 2.36149 0.725453
30 58.0367 0.17230E-01 11.050 0.225982 122.105 0.742662
31 63.4038 0.15772E-01 3.3230 0.067957 11.0422 0.744218
32 63.9007 0.15649E-01 6.3844 0.130565 40.7607 0.749962
33 66.1753 0.15111E-01 -1.9050 0.038959 3.62911 0.750474
34 70.8514 0.14114E-01 -4.6365 0.094819 21.4972 0.753503
35 71.9356 0.13901E-01 -7.6106 0.155642 57.9215 0.761666
36 72.7489 0.13746E-01 2.1303 0.043566 4.53809 0.762305
37 75.3834 0.13266E-01 -4.2708 0.087340 18.2394 0.764876
38 78.9024 0.12674E-01 -3.8114 0.077945 14.5268 0.766923
39 80.4851 0.12425E-01 3.9833 0.081461 15.8665 0.769159
40 84.5771 0.11824E-01 -1.5008 0.030692 2.25237 0.769477
41 87.3011 0.11455E-01 2.0331 0.041578 4.13350 0.77005942 88.4460 0.11306E-01 -7.0301 0.143770 49.4222 0.777024
43 89.5244 0.11170E-01 -0.93426 0.019106 0.872840 0.777147
44 90.6824 0.11027E-01 0.92179 0.018851 0.849699 0.777267
45 90.9960 0.10989E-01 2.9343 0.060009 8.61034 0.778480
46 91.5382 0.10924E-01 0.51250 0.010481 0.262659 0.778517
47 92.0659 0.10862E-01 1.4873 0.030416 2.21197 0.778829
48 92.3288 0.10831E-01 -2.6930 0.055074 7.25247 0.779851
49 92.5292 0.10807E-01 1.6007 0.032736 2.56233 0.780212
50 92.7638 0.10780E-01 -0.66061 0.013510 0.436401 0.780274
51 92.8330 0.10772E-01 2.2228 0.045457 4.94073 0.780970
52 92.9305 0.10761E-01 -0.46542 0.009518 0.216619 0.781001
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53 92.9528 0.10758E-01 1.1317 0.023145 1.28083 0.781181
54 93.0610 0.10746E-01 0.14200 0.002904 0.201653E-01 0.781184
55 93.1027 0.10741E-01 0.86303 0.017650 0.744826 0.781289
56 93.1771 0.10732E-01 -1.2853 0.026286 1.65207 0.781522
57 93.4900 0.10696E-01 -0.94039E-01 0.001923 0.884324E-02 0.781523
58 93.7591 0.10666E-01 0.82554 0.016883 0.681513 0.78161959 94.5614 0.10575E-01 -9.2473 0.189114 85.5132 0.793670
60 95.1200 0.10513E-01 3.4909 0.071391 12.1864 0.795388
61 95.2801 0.10495E-01 -3.1162 0.063729 9.71081 0.796756
62 96.0520 0.10411E-01 0.35511 0.007262 0.126100 0.796774
63 97.1873 0.10289E-01 -2.6883 0.054978 7.22713 0.797792
64 99.4493 0.10055E-01 -8.3031 0.169804 68.9416 0.807508
6 5 10 0. 88 6 0. 99 12 2E- 02 5 .5 3 62 0. 11 321 8 3 0. 64 91 0 .811 828
66 102.749 0.97325E-02 -2.9884 0.061114 8.93034 0.813086
6 7 10 3. 63 3 0. 96 49 4 E- 02 - 2.1 83 1 0. 04 46 4 5 4 .7 6 57 1 0. 813 7 58
68 104.140 0.96025E-02 -20.261 0.414344 410.497 0.871608
69 105.485 0.94800E-02 1.7076 0.034922 2.91595 0.872019
70 106.989 0.93467E-02 9.1275 0.186663 83.3109 0.883760
71 107.928 0.92654E-02 -12.392 0.253417 153.553 0.905400
72 108.685 0.92009E-02 0.18682 0.003821 0.349028E-01 0.905405
73 109.094 0.91664E-02 4.4411 0.090824 19.7235 0.908185
74 110.550 0.90457E-02 4.0674 0.083181 16.5439 0.910516
75 111.627 0.89584E-02 0.69722 0.014259 0.486117 0.910585
76 114.305 0.87485E-02 -9.0311 0.184692 81.5611 0.922079
77 116.400 0.85911E-02 9.1624 0.187376 83.9488 0.933910
78 116.786 0.85627E-02 2.6251 0.053685 6.89121 0.934881
79 118.365 0.84484E-02 4.4553 0.091114 19.8498 0.937678
80 118.386 0.84469E-02 2.1187 0.043329 4.48894 0.938311
81 119.251 0.83857E-02 -1.5137 0.030957 2.29139 0.938634
82 119.360 0.83780E-02 0.62511 0.012784 0.390758 0.938689
83 119.452 0.83716E-02 -3.6449 0.074541 13.2853 0.940561
84 119.709 0.83536E-02 2.8395 0.058069 8.06263 0.941698
85 119.986 0.83343E-02 -1.3876 0.028376 1.92531 0.94196986 121.897 0.82036E-02 4.5166 0.092367 20.3997 0.944844
87 123.581 0.80919E-02 2.5445 0.052038 6.47473 0.945756
88 124.037 0.80621E-02 4.5601 0.093257 20.7948 0.948687
89 127.462 0.78454E-02 3.5309 0.072209 12.4673 0.950444
90 128.490 0.77827E-02 4.1593 0.085060 17.2998 0.952882
91 129.030 0.77501E-02 6.2248 0.127302 38.7485 0.958343
92 130.197 0.76807E-02 1.1338 0.023188 1.28558 0.958524
93 130.261 0.76769E-02 1.2293 0.025139 1.51106 0.958737
94 131.076 0.76292E-02 2.8951 0.059207 8.38176 0.959918
95 131.237 0.76198E-02 2.1284 0.043526 4.52996 0.960556
96 131.835 0.75853E-02 10.314 0.210932 106.383 0.975549
97 133.833 0.74720E-02 -4.1914 0.085716 17.5674 0.978025
98 134.445 0.74380E-02 -8.7112 0.178149 75.8848 0.9887199 9 13 5 .7 14 0. 73 684 E- 02 - 3 .4 03 1 0. 06 95 9 5 11 .5 810 0. 99 03 51
100 136.190 0.73427E-02 8.2745 0.169219 68.4675 1.00000
S UM O F EF F EC TI VE M ASS ES= 7 09 5 .80
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***** PARTICIPATION FACTOR CALCULATION ***** Z DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 12.7570 0.78388E-01 -0.69572 0.008660 0.484027 0.516183E-04 2 16.9858 0.58873E-01 80.340 1.000000 6454.56 0.688388
3 18.0863 0.55291E-01 -22.243 0.276864 494.764 0.741152
4 18.8160 0.53146E-01 -27.122 0.337589 735.604 0.819599
5 20.2397 0.49408E-01 1.1667 0.014522 1.36118 0.819744
6 20.4407 0.48922E-01 -5.0876 0.063326 25.8842 0.822504
7 24.5569 0.40722E-01 5.8003 0.072197 33.6435 0.826092
8 28.7220 0.34817E-01 6.8141 0.084816 46.4321 0.831044
9 34.1659 0.29269E-01 -3.3513 0.041714 11.2313 0.832242
10 35.4151 0.28237E-01 12.671 0.157714 160.549 0.849363
11 37.2135 0.26872E-01 1.7264 0.021489 2.98045 0.849681
12 37.8255 0.26437E-01 -1.5834 0.019709 2.50721 0.849948
13 39.3768 0.25396E-01 2.4717 0.030765 6.10922 0.850600
14 39.9584 0.25026E-01 -1.4317 0.017821 2.04986 0.850818
15 42.0607 0.23775E-01 1.2559 0.015632 1.57716 0.850987
16 42.7511 0.23391E-01 2.6497 0.032981 7.02075 0.851735
17 44.7709 0.22336E-01 -5.1200 0.063728 26.2139 0.854531
18 45.1280 0.22159E-01 -3.6208 0.045069 13.1105 0.855929
19 46.0942 0.21695E-01 -0.88624 0.011031 0.785426 0.856013
20 46.1618 0.21663E-01 3.0010 0.037353 9.00584 0.856973
21 47.8378 0.20904E-01 -6.4598 0.080406 41.7293 0.861423
22 48.5369 0.20603E-01 6.2005 0.077178 38.4457 0.865523
23 50.2029 0.19919E-01 3.8992 0.048533 15.2035 0.867145
24 51.4743 0.19427E-01 -5.0623 0.063011 25.6272 0.869878
25 55.1225 0.18141E-01 10.829 0.134786 117.262 0.882383
26 55.3333 0.18072E-01 -12.576 0.156533 158.154 0.899249
27 55.9082 0.17886E-01 3.7607 0.046810 14.1431 0.900757
28 56.5868 0.17672E-01 5.0896 0.063351 25.9045 0.90352029 57.5682 0.17371E-01 -0.35493 0.004418 0.125972 0.903533
30 58.0367 0.17230E-01 7.6556 0.095289 58.6075 0.909783
31 63.4038 0.15772E-01 -1.7813 0.022172 3.17294 0.910122
32 63.9007 0.15649E-01 -5.5340 0.068882 30.6255 0.913388
33 66.1753 0.15111E-01 2.2966 0.028586 5.27432 0.913950
34 70.8514 0.14114E-01 -2.4742 0.030796 6.12161 0.914603
35 71.9356 0.13901E-01 0.39801 0.004954 0.158408 0.914620
36 72.7489 0.13746E-01 -6.5617 0.081674 43.0562 0.919212
37 75.3834 0.13266E-01 -2.2755 0.028323 5.17783 0.919764
38 78.9024 0.12674E-01 4.5069 0.056097 20.3118 0.921930
39 80.4851 0.12425E-01 1.7617 0.021928 3.10355 0.922261
4 0 84 .5 77 1 0 .1 182 4E- 01 8 .5 45 1 0. 10 63 6 2 7 3. 01 92 0 .9 30 04 8
41 87.3011 0.11455E-01 2.4926 0.031026 6.21306 0.93071142 88.4460 0.11306E-01 1.8918 0.023547 3.57880 0.931092
43 89.5244 0.11170E-01 5.5113 0.068599 30.3741 0.934331
44 90.6824 0.11027E-01 -3.0134 0.037508 9.08077 0.935300
45 90.9960 0.10989E-01 -6.5959 0.082100 43.5064 0.939939
46 91.5382 0.10924E-01 -1.1140 0.013866 1.24100 0.940072
47 92.0659 0.10862E-01 -0.39819E-01 0.000496 0.158556E-02 0.940072
48 92.3288 0.10831E-01 2.6590 0.033096 7.07008 0.940826
49 92.5292 0.10807E-01 0.41188 0.005127 0.169646 0.940844
50 92.7638 0.10780E-01 -0.36055 0.004488 0.129999 0.940858
51 92.8330 0.10772E-01 -0.68653 0.008545 0.471319 0.940908
52 92.9305 0.10761E-01 0.70086 0.008724 0.491202 0.940961
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53 92.9528 0.10758E-01 0.19626 0.002443 0.385164E-01 0.940965
54 93.0610 0.10746E-01 0.61367E-01 0.000764 0.376594E-02 0.940965
55 93.1027 0.10741E-01 -0.21888 0.002724 0.479075E-01 0.940970
56 93.1771 0.10732E-01 0.64241 0.007996 0.412693 0.941014
57 93.4900 0.10696E-01 -0.11197 0.001394 0.125382E-01 0.941015
58 93.7591 0.10666E-01 0.88503 0.011016 0.783275 0.94109959 94.5614 0.10575E-01 2.3167 0.028836 5.36704 0.941671
60 95.1200 0.10513E-01 -2.8319 0.035248 8.01938 0.942527
61 95.2801 0.10495E-01 1.1022 0.013720 1.21493 0.942656
62 96.0520 0.10411E-01 -1.7568 0.021868 3.08652 0.942985
63 97.1873 0.10289E-01 6.3801 0.079414 40.7062 0.947326
64 99.4493 0.10055E-01 -0.72827 0.009065 0.530374 0.947383
65 100.886 0.99122E-02 -1.4547 0.018107 2.11620 0.947609
66 102.749 0.97325E-02 6.5857 0.081972 43.3710 0.952234
67 103.633 0.96494E-02 -0.71874 0.008946 0.516581 0.952289
68 104.140 0.96025E-02 -1.1086 0.013799 1.22900 0.952420
69 105.485 0.94800E-02 -1.7106 0.021292 2.92608 0.952732
70 106.989 0.93467E-02 7.1633 0.089162 51.3133 0.958204
71 107.928 0.92654E-02 5.0036 0.062280 25.0358 0.960874
72 108.685 0.92009E-02 -2.9489 0.036705 8.69593 0.961802
73 109.094 0.91664E-02 -9.1416 0.113786 83.5688 0.970714
74 110.550 0.90457E-02 -0.20575 0.002561 0.423342E-01 0.970718
75 111.627 0.89584E-02 1.1450 0.014252 1.31109 0.970858
76 114.305 0.87485E-02 -9.0687 0.112878 82.2411 0.979628
77 116.400 0.85911E-02 5.8483 0.072795 34.2031 0.983276
78 116.786 0.85627E-02 1.7185 0.021391 2.95336 0.983591
79 118.365 0.84484E-02 2.1788 0.027120 4.74728 0.984097
80 118.386 0.84469E-02 0.32270 0.004017 0.104138 0.984108
81 119.251 0.83857E-02 -4.1785 0.052010 17.4596 0.985970
82 119.360 0.83780E-02 0.44953 0.005595 0.202076 0.985992
83 11 9. 45 2 0 .8 37 16 E- 02 - 3 .6 53 2 0. 04 54 7 2 13 .3 4 61 0. 987 4 15
84 119.709 0.83536E-02 1.9911 0.024784 3.96464 0.987838
85 119.986 0.83343E-02 -5.4297 0.067584 29.4820 0.99098286 121.897 0.82036E-02 1.2425 0.015465 1.54372 0.991147
87 123.581 0.80919E-02 0.26768 0.003332 0.716517E-01 0.991154
88 124.037 0.80621E-02 -3.2014 0.039848 10.2487 0.992247
89 127.462 0.78454E-02 -3.0573 0.038054 9.34687 0.993244
90 128.490 0.77827E-02 -1.5539 0.019342 2.41475 0.993501
91 129.030 0.77501E-02 -0.22825 0.002841 0.520978E-01 0.993507
92 130.197 0.76807E-02 1.8089 0.022516 3.27217 0.993856
93 130.261 0.76769E-02 1.9606 0.024404 3.84406 0.994266
94 131.076 0.76292E-02 -0.54512 0.006785 0.297160 0.994298
95 131.237 0.76198E-02 -1.8476 0.022998 3.41377 0.994662
9 6 13 1. 83 5 0. 75 85 3 E- 02 2. 39 09 0. 02 97 6 0 5 .7 16 61 0 .9 95 27 1
97 133.833 0.74720E-02 -1.8982 0.023627 3.60326 0.995656
98 134.445 0.74380E-02 2.8363 0.035304 8.04467 0.99651399 135.714 0.73684E-02 5.1293 0.063845 26.3099 0.999319
100 136.190 0.73427E-02 -2.5265 0.031448 6.38326 1.00000
SUM OF EFFECTIVE MASSES= 9377.04
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***** PARTICIPATION FACTOR CALCULATION *****ROTX DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 12.7570 0.78388E-01 69.687 0.001739 4856.28 0.553894E-06 2 16.9858 0.58873E-01 14414. 0.359765 0.207752E+09 0.236962E-01
3 18.0863 0.55291E-01 4881.1 0.121833 0.238254E+08 0.264137E-01
4 18.8160 0.53146E-01 7868.0 0.196385 0.619048E+08 0.334744E-01
5 20.2397 0.49408E-01 1308.2 0.032653 0.171139E+07 0.336696E-01
6 20.4407 0.48922E-01 -4174.5 0.104197 0.174267E+08 0.356572E-01
7 24.5569 0.40722E-01 1244.0 0.031049 0.154745E+07 0.358337E-01
8 28.7220 0.34817E-01 1730.7 0.043198 0.299526E+07 0.361753E-01
9 34.1659 0.29269E-01 3026.2 0.075534 0.915794E+07 0.372199E-01
10 35.4151 0.28237E-01 -24603. 0.614105 0.605332E+09 0.106262
11 37.2135 0.26872E-01 -23564. 0.588163 0.555269E+09 0.169595
12 37.8255 0.26437E-01 15214. 0.379740 0.231463E+09 0.195995
13 39.3768 0.25396E-01 7425.6 0.185344 0.551397E+08 0.202284
14 39.9584 0.25026E-01 -12746. 0.318153 0.162473E+09 0.220815
15 4 2. 06 07 0. 23 7 75 E- 01 15 27 6 . 0. 381 29 8 0 .23 3 36 6E+ 09 0. 24 7 43 2
16 42.7511 0.23391E-01 40064. 1.000000 0.160512E+10 0.430508
17 44.7709 0.22336E-01 8588.6 0.214372 0.737638E+08 0.438922
18 45.1280 0.22159E-01 8303.4 0.207254 0.689469E+08 0.446786
19 46.0942 0.21695E-01 5409.5 0.135022 0.292630E+08 0.450123
20 46.1618 0.21663E-01 5385.5 0.134423 0.290039E+08 0.453431
21 47.8378 0.20904E-01 16031. 0.400131 0.256988E+09 0.482743
22 48.5369 0.20603E-01 -12298. 0.306964 0.151246E+09 0.499993
23 50.2029 0.19919E-01 8616.7 0.215072 0.742468E+08 0.508462
24 51.4743 0.19427E-01 7370.6 0.183971 0.543259E+08 0.514658
25 55.1225 0.18141E-01 3387.8 0.084560 0.114774E+08 0.515967
26 55.3333 0.18072E-01 14205. 0.354553 0.201776E+09 0.538981
27 55.9082 0.17886E-01 -5707.1 0.142450 0.325710E+08 0.542696
28 56.5868 0.17672E-01 391.96 0.009783 153632. 0.54271429 57.5682 0.17371E-01 13563. 0.338541 0.183964E+09 0.563696
30 58.0367 0.17230E-01 -18084. 0.451375 0.327027E+09 0.600996
31 63.4038 0.15772E-01 -7440.4 0.185714 0.553600E+08 0.607310
32 63.9007 0.15649E-01 23469. 0.585787 0.550792E+09 0.670132
33 66.1753 0.15111E-01 1406.6 0.035109 0.197859E+07 0.670358
34 70.8514 0.14114E-01 2366.8 0.059075 0.560174E+07 0.670997
35 71.9356 0.13901E-01 -517.31 0.012912 267607. 0.671027
36 72.7489 0.13746E-01 14286. 0.356568 0.204076E+09 0.694304
37 75.3834 0.13266E-01 -8340.0 0.208166 0.695551E+08 0.702237
38 78.9024 0.12674E-01 3026.8 0.075548 0.916129E+07 0.703282
39 80.4851 0.12425E-01 4847.4 0.120991 0.234971E+08 0.705962
40 84.5771 0.11824E-01 -15198. 0.379348 0.230985E+09 0.732307
41 87.3011 0.11455E-01 -18478. 0.461218 0.341445E+09 0.77125242 88.4460 0.11306E-01 -5222.8 0.130363 0.272781E+08 0.774363
43 89.5244 0.11170E-01 -14557. 0.363351 0.211914E+09 0.798533
44 90.6824 0.11027E-01 11729. 0.292752 0.137565E+09 0.814224
45 90.9960 0.10989E-01 233.64 0.005832 54586.2 0.814230
46 91.5382 0.10924E-01 -4203.2 0.104911 0.176666E+08 0.816245
47 92.0659 0.10862E-01 2070.6 0.051682 0.428738E+07 0.816734
48 92.3288 0.10831E-01 5381.1 0.134311 0.289557E+08 0.820036
49 92.5292 0.10807E-01 -1476.4 0.036852 0.217990E+07 0.820285
50 92.7638 0.10780E-01 -744.98 0.018595 554994. 0.820348
51 92.8330 0.10772E-01 1344.0 0.033545 0.180622E+07 0.820554
52 92.9305 0.10761E-01 -1038.3 0.025916 0.107805E+07 0.820677
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53 92.9528 0.10758E-01 2742.3 0.068449 0.752041E+07 0.821535
54 93.0610 0.10746E-01 110.25 0.002752 12155.1 0.821536
55 93.1027 0.10741E-01 692.53 0.017286 479601. 0.821591
56 93.1771 0.10732E-01 -94.063 0.002348 8847.84 0.821592
57 93.4900 0.10696E-01 -19.057 0.000476 363.158 0.821592
58 93.7591 0.10666E-01 1794.6 0.044793 0.322049E+07 0.82196059 94.5614 0.10575E-01 3223.0 0.080447 0.103880E+08 0.823144
60 95.1200 0.10513E-01 -4161.7 0.103877 0.173200E+08 0.825120
61 95.2801 0.10495E-01 -600.55 0.014990 360664. 0.825161
62 96.0520 0.10411E-01 7757.2 0.193619 0.601735E+08 0.832024
63 97.1873 0.10289E-01 -16043. 0.400441 0.257386E+09 0.861381
64 99.4493 0.10055E-01 19216. 0.479630 0.369250E+09 0.903497
65 100.886 0.99122E-02 -8573.1 0.213986 0.734986E+08 0.911880
66 102.749 0.97325E-02 3954.5 0.098704 0.156379E+08 0.913663
67 103.633 0.96494E-02 -4828.4 0.120517 0.233136E+08 0.916322
68 104.140 0.96025E-02 2542.3 0.063457 0.646346E+07 0.917060
69 105.485 0.94800E-02 10919. 0.272549 0.119233E+09 0.930659
70 106.989 0.93467E-02 -4844.2 0.120910 0.234658E+08 0.933336
71 107.928 0.92654E-02 1821.7 0.045470 0.331860E+07 0.933714
72 108.685 0.92009E-02 -9787.5 0.244296 0.957950E+08 0.944640
73 109.094 0.91664E-02 -10087. 0.251771 0.101747E+09 0.956245
74 110.550 0.90457E-02 -2978.2 0.074335 0.886947E+07 0.957257
75 111.627 0.89584E-02 793.16 0.019797 629108. 0.957329
76 114.305 0.87485E-02 7997.1 0.199608 0.639538E+08 0.964623
77 116.400 0.85911E-02 -9644.2 0.240720 0.930106E+08 0.975231
78 116.786 0.85627E-02 -3681.5 0.091891 0.135537E+08 0.976777
79 118.365 0.84484E-02 -562.96 0.014051 316920. 0.976814
80 118.386 0.84469E-02 -506.18 0.012634 256218. 0.976843
81 119.251 0.83857E-02 1899.2 0.047404 0.360692E+07 0.977254
82 119.360 0.83780E-02 -1078.9 0.026930 0.116409E+07 0.977387
83 119.452 0.83716E-02 3013.7 0.075221 0.908209E+07 0.978423
84 119.709 0.83536E-02 -1769.8 0.044173 0.313206E+07 0.978780
85 119.986 0.83343E-02 5388.8 0.134504 0.290388E+08 0.98209286 121.897 0.82036E-02 -5203.0 0.129867 0.270711E+08 0.985180
87 123.581 0.80919E-02 815.89 0.020365 665684. 0.985256
88 124.037 0.80621E-02 4191.8 0.104627 0.175708E+08 0.987260
89 127.462 0.78454E-02 4345.9 0.108474 0.188867E+08 0.989414
90 128.490 0.77827E-02 1914.4 0.047784 0.366495E+07 0.989832
91 129.030 0.77501E-02 157.15 0.003922 24695.9 0.989835
92 130.197 0.76807E-02 -3214.7 0.080238 0.103341E+08 0.991013
93 130.261 0.76769E-02 -2370.6 0.059170 0.561975E+07 0.991654
94 131.076 0.76292E-02 -3423.4 0.085447 0.117194E+08 0.992991
95 131.237 0.76198E-02 1218.0 0.030401 0.148345E+07 0.993160
96 131.835 0.75853E-02 -4973.9 0.124148 0.247395E+08 0.995982
97 133.833 0.74720E-02 5519.0 0.137754 0.304590E+08 0.999456
98 134.445 0.74380E-02 23.224 0.000580 539.356 0.99945699 135.714 0.73684E-02 1847.9 0.046124 0.341480E+07 0.999846
100 136.190 0.73427E-02 -1163.3 0.029035 0.135316E+07 1.00000
SUM OF EFFECTIVE MASSES= 0.876752E+10
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***** PARTICIPATION FACTOR CALCULATION *****ROTY DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 12.7570 0.78388E-01 -3055.4 0.035074 0.933567E+07 0.870229E-03 2 16.9858 0.58873E-01 -10981. 0.126059 0.120592E+09 0.121112E-01
3 18.0863 0.55291E-01 -87114. 1.000000 0.758879E+10 0.719504
4 18.8160 0.53146E-01 33466. 0.384169 0.112000E+10 0.823904
5 20.2397 0.49408E-01 -928.77 0.010662 862611. 0.823985
6 20.4407 0.48922E-01 3681.1 0.042257 0.135508E+08 0.825248
7 24.5569 0.40722E-01 -16927. 0.194308 0.286519E+09 0.851956
8 28.7220 0.34817E-01 -18412. 0.211351 0.338985E+09 0.883555
9 34.1659 0.29269E-01 -2570.8 0.029510 0.660879E+07 0.884171
10 35.4151 0.28237E-01 -755.74 0.008675 571137. 0.884224
11 37.2135 0.26872E-01 -69.403 0.000797 4816.72 0.884224
12 37.8255 0.26437E-01 551.17 0.006327 303790. 0.884253
13 39.3768 0.25396E-01 -438.97 0.005039 192696. 0.884271
14 39.9584 0.25026E-01 875.86 0.010054 767138. 0.884342
15 42.0607 0.23775E-01 -2790.2 0.032029 0.778510E+07 0.885068
16 42.7511 0.23391E-01 -4031.1 0.046274 0.162498E+08 0.886583
17 4 4 .7 70 9 0. 22 33 6 E- 01 5 6 99 .1 0 .06 5 421 0 .3 24 79 5 E+ 08 0. 88 96 10
18 45.1280 0.22159E-01 90.905 0.001044 8263.66 0.889611
19 46.0942 0.21695E-01 -794.92 0.009125 631905. 0.889670
20 46.1618 0.21663E-01 2435.3 0.027956 0.593076E+07 0.890223
21 47.8378 0.20904E-01 -2588.1 0.029709 0.669801E+07 0.890847
22 48.5369 0.20603E-01 -9502.3 0.109079 0.902933E+08 0.899264
23 50.2029 0.19919E-01 1761.3 0.020218 0.310220E+07 0.899553
24 51.4743 0.19427E-01 4405.4 0.050571 0.194074E+08 0.901362
25 55.1225 0.18141E-01 6044.4 0.069386 0.365353E+08 0.904768
26 55.3333 0.18072E-01 -1545.3 0.017739 0.238807E+07 0.904990
27 55.9082 0.17886E-01 1115.3 0.012803 0.124386E+07 0.905106
28 56.5868 0.17672E-01 -3019.3 0.034659 0.911606E+07 0.90595629 57.5682 0.17371E-01 4284.3 0.049180 0.183551E+08 0.907667
30 58.0367 0.17230E-01 2350.7 0.026984 0.552576E+07 0.908182
31 63.4038 0.15772E-01 2288.0 0.026265 0.523493E+07 0.908670
32 63.9007 0.15649E-01 -64.898 0.000745 4211.82 0.908670
33 66.1753 0.15111E-01 -4843.9 0.055604 0.234629E+08 0.910857
34 70.8514 0.14114E-01 4990.8 0.057290 0.249078E+08 0.913179
35 71.9356 0.13901E-01 -4150.0 0.047639 0.172225E+08 0.914785
36 72.7489 0.13746E-01 2542.6 0.029187 0.646494E+07 0.915387
37 75.3834 0.13266E-01 1192.9 0.013694 0.142311E+07 0.915520
38 78.9024 0.12674E-01 -193.70 0.002223 37518.2 0.915523
39 80.4851 0.12425E-01 -832.56 0.009557 693156. 0.915588
40 84.5771 0.11824E-01 -6008.9 0.068977 0.361065E+08 0.918954
41 87.3011 0.11455E-01 3441.1 0.039502 0.118415E+08 0.92005842 88.4460 0.11306E-01 -2553.5 0.029313 0.652055E+07 0.920665
43 89.5244 0.11170E-01 1202.1 0.013799 0.144501E+07 0.920800
44 90.6824 0.11027E-01 2501.9 0.028720 0.625966E+07 0.921384
45 90.9960 0.10989E-01 -1402.8 0.016103 0.196794E+07 0.921567
46 91.5382 0.10924E-01 -303.42 0.003483 92065.8 0.921576
47 92.0659 0.10862E-01 672.02 0.007714 451605. 0.921618
48 92.3288 0.10831E-01 -401.44 0.004608 161158. 0.921633
49 92.5292 0.10807E-01 1872.0 0.021490 0.350449E+07 0.921959
50 92.7638 0.10780E-01 -77.644 0.000891 6028.64 0.921960
51 92.8330 0.10772E-01 424.73 0.004876 180398. 0.921977
5 2 9 2. 93 05 0. 10 76 1E- 01 - 5 04 .4 1 0. 005 7 90 25 4 43 1. 0. 922 000
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53 92.9528 0.10758E-01 140.74 0.001616 19807.4 0.922002
54 93.0610 0.10746E-01 -390.50 0.004483 152493. 0.922017
55 93.1027 0.10741E-01 233.09 0.002676 54329.5 0.922022
56 93.1771 0.10732E-01 -345.26 0.003963 119201. 0.922033
57 93.4900 0.10696E-01 301.53 0.003461 90921.1 0.922041
58 93.7591 0.10666E-01 2881.9 0.033082 0.830556E+07 0.9228155 9 9 4 .5 61 4 0. 10 57 5 E- 01 - 4 786 .2 0. 05 49 42 0. 229 080 E+ 08 0. 924 9 51
60 95.1200 0.10513E-01 -585.85 0.006725 343224. 0.924983
6 1 9 5 .280 1 0 .1 04 9 5E- 01 - 4 05 .9 8 0. 004 6 60 16 4 823 . 0. 924 9 98
62 96.0520 0.10411E-01 8970.4 0.102973 0.804678E+08 0.932499
63 97.1873 0.10289E-01 3630.3 0.041673 0.131792E+08 0.933727
64 99.4493 0.10055E-01 4071.6 0.046739 0.165780E+08 0.935273
65 100.886 0.99122E-02 -4286.4 0.049205 0.183735E+08 0.936985
66 102.749 0.97325E-02 -32.326 0.000371 1044.99 0.936986
67 103.633 0.96494E-02 -865.46 0.009935 749025. 0.937055
68 104.140 0.96025E-02 8755.4 0.100506 0.766576E+08 0.944201
6 9 10 5. 48 5 0. 94 80 0E- 02 - 5 91. 58 0. 006 7 91 3 4 99 66 . 0. 94 4 23 4
70 106.989 0.93467E-02 -4301.6 0.049379 0.185038E+08 0.945959
71 107.928 0.92654E-02 -8014.2 0.091998 0.642282E+08 0.951946
72 108.685 0.92009E-02 61.435 0.000705 3774.26 0.951946
73 109.094 0.91664E-02 5431.2 0.062346 0.294978E+08 0.954696
74 110.550 0.90457E-02 -3810.0 0.043736 0.145164E+08 0.956049
75 111.627 0.89584E-02 -104.41 0.001199 10901.7 0.956050
76 114.305 0.87485E-02 -12023. 0.138020 0.144563E+09 0.969525
77 116.400 0.85911E-02 8770.8 0.100682 0.769268E+08 0.976696
78 116.786 0.85627E-02 3066.8 0.035204 0.940505E+07 0.977573
79 118.365 0.84484E-02 -1930.5 0.022161 0.372690E+07 0.977920
80 118.386 0.84469E-02 -611.33 0.007018 373725. 0.977955
81 119.251 0.83857E-02 4960.4 0.056942 0.246055E+08 0.980249
82 119.360 0.83780E-02 438.74 0.005036 192496. 0.980266
83 119.452 0.83716E-02 4115.0 0.047237 0.169333E+08 0.981845
84 119.709 0.83536E-02 2048.9 0.023520 0.419803E+07 0.982236
85 119.986 0.83343E-02 -1684.2 0.019333 0.283647E+07 0.98250186 121.897 0.82036E-02 -3666.9 0.042093 0.134462E+08 0.983754
87 123.581 0.80919E-02 -392.63 0.004507 154155. 0.983768
88 124.037 0.80621E-02 5989.4 0.068754 0.358729E+08 0.987112
89 127.462 0.78454E-02 1033.9 0.011868 0.106894E+07 0.987212
90 128.490 0.77827E-02 1552.6 0.017822 0.241046E+07 0.987437
91 129.030 0.77501E-02 -5032.5 0.057769 0.253259E+08 0.989797
92 130.197 0.76807E-02 5848.8 0.067140 0.342090E+08 0.992986
9 3 13 0. 26 1 0 .7 6 76 9 E- 02 3 86 8. 0 0. 04 4 40 2 0 .14 9 616 E+ 08 0. 99 4 38 1
94 131.076 0.76292E-02 -1005.0 0.011537 0.101012E+07 0.994475
95 131.237 0.76198E-02 -3980.9 0.045698 0.158478E+08 0.995952
96 131.835 0.75853E-02 -145.78 0.001673 21251.9 0.995954
97 133.833 0.74720E-02 -3224.0 0.037009 0.103943E+08 0.996923
98 134.445 0.74380E-02 4624.0 0.053080 0.213817E+08 0.99891699 135.714 0.73684E-02 -2939.7 0.033745 0.864174E+07 0.999722
100 136.190 0.73427E-02 1727.6 0.019831 0.298448E+07 1.00000
SUM OF EFFECTIVE MASSES= 0.107278E+11
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***** PARTICIPATION FACTOR CALCULATION *****ROTZ DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 12.7570 0.78388E-01 -11523. 0.208654 0.132781E+09 0.783710E-02 2 16.9858 0.58873E-01 1487.0 0.026925 0.221103E+07 0.796761E-02
3 18.0863 0.55291E-01 528.14 0.009563 278936. 0.798407E-02
4 18.8160 0.53146E-01 1553.4 0.028128 0.241308E+07 0.812650E-02
5 20.2397 0.49408E-01 7180.4 0.130020 0.515584E+08 0.111696E-01
6 20.4407 0.48922E-01 -754.80 0.013668 569729. 0.112032E-01
7 24.5569 0.40722E-01 -4680.1 0.084745 0.219034E+08 0.124960E-01
8 28.7220 0.34817E-01 62.167 0.001126 3864.69 0.124963E-01
9 34.1659 0.29269E-01 38891. 0.704226 0.151254E+10 0.101770
10 35.4151 0.28237E-01 -1803.4 0.032655 0.325232E+07 0.101962
11 37.2135 0.26872E-01 -9020.7 0.163342 0.813725E+08 0.106765
12 37.8255 0.26437E-01 1353.6 0.024511 0.183226E+07 0.106873
13 39.3768 0.25396E-01 28650. 0.518786 0.820841E+09 0.155321
14 39.9584 0.25026E-01 -6911.1 0.125143 0.477631E+08 0.158141
15 42.0607 0.23775E-01 -55226. 1.000000 0.304987E+10 0.338152
16 42.7511 0.23391E-01 12939. 0.234286 0.167407E+09 0.348033
17 44.7709 0.22336E-01 -7304.5 0.132266 0.533554E+08 0.351182
18 45.1280 0.22159E-01 -26622. 0.482050 0.708706E+09 0.393012
19 46.0942 0.21695E-01 -30209. 0.547008 0.912576E+09 0.446875
20 46.1618 0.21663E-01 -16647. 0.301428 0.277108E+09 0.463230
21 47.8378 0.20904E-01 -4512.9 0.081718 0.203665E+08 0.464432
22 48.5369 0.20603E-01 15784. 0.285801 0.249120E+09 0.479136
23 50.2029 0.19919E-01 19176. 0.347235 0.367729E+09 0.500840
24 5 1. 47 4 3 0. 19 4 27 E- 01 4 07 5. 1 0 .07 3 79 0 0 .16 6 06 6 E+ 08 0. 50 182 1
25 55.1225 0.18141E-01 -3736.3 0.067655 0.139598E+08 0.502644
26 55.3333 0.18072E-01 17907. 0.324249 0.320655E+09 0.521570
27 55.9082 0.17886E-01 -9022.6 0.163378 0.814078E+08 0.526375
28 56.5868 0.17672E-01 10298. 0.186475 0.106053E+09 0.53263529 57.5682 0.17371E-01 8156.9 0.147701 0.665350E+08 0.536562
30 58.0367 0.17230E-01 17554. 0.317859 0.308142E+09 0.554749
31 63.4038 0.15772E-01 -3421.0 0.061946 0.117033E+08 0.555440
32 63.9007 0.15649E-01 -1101.4 0.019943 0.121306E+07 0.555512
33 66.1753 0.15111E-01 -16399. 0.296947 0.268930E+09 0.571385
34 70.8514 0.14114E-01 -14068. 0.254735 0.197906E+09 0.583065
35 71.9356 0.13901E-01 1174.4 0.021266 0.137922E+07 0.583147
36 72.7489 0.13746E-01 24514. 0.443888 0.600935E+09 0.618616
37 75.3834 0.13266E-01 4136.7 0.074906 0.171125E+08 0.619626
38 78.9024 0.12674E-01 -12780. 0.231417 0.163333E+09 0.629266
39 80.4851 0.12425E-01 7515.1 0.136079 0.564764E+08 0.632599
40 84.5771 0.11824E-01 2430.6 0.044012 0.590766E+07 0.632948
41 87.3011 0.11455E-01 6275.2 0.113628 0.393781E+08 0.6352724 2 88 .4 46 0 0 .1 13 06 E- 01 25 9 8. 8 0. 04 7 05 8 0 .6 75 39 3 E+ 07 0. 63 5 67 1
43 89.5244 0.11170E-01 -15546. 0.281505 0.241688E+09 0.649936
44 90.6824 0.11027E-01 4713.5 0.085350 0.222171E+08 0.651247
45 90.9960 0.10989E-01 16437. 0.297633 0.270174E+09 0.667194
46 91.5382 0.10924E-01 -4468.8 0.080919 0.199701E+08 0.668372
4 7 9 2. 06 5 9 0. 10 86 2E- 01 - 6 57 .7 8 0. 0119 11 4 3 26 7 7. 0. 66 83 98
48 92.3288 0.10831E-01 1546.2 0.027998 0.239081E+07 0.668539
49 92.5292 0.10807E-01 196.19 0.003552 38488.6 0.668541
50 92.7638 0.10780E-01 1315.9 0.023827 0.173148E+07 0.668644
51 92.8330 0.10772E-01 100.60 0.001822 10120.9 0.668644
52 92.9305 0.10761E-01 -776.31 0.014057 602656. 0.668680
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53 92.9528 0.10758E-01 835.03 0.015120 697279. 0.668721
54 93.0610 0.10746E-01 -86.845 0.001573 7541.99 0.668721
55 93.1027 0.10741E-01 89.600 0.001622 8028.15 0.668722
56 93.1771 0.10732E-01 -1124.3 0.020358 0.126406E+07 0.668796
57 93.4900 0.10696E-01 -23.767 0.000430 564.870 0.668796
58 93.7591 0.10666E-01 -3705.5 0.067098 0.137308E+08 0.66960759 94.5614 0.10575E-01 -9655.3 0.174833 0.932245E+08 0.675109
60 95.1200 0.10513E-01 -12186. 0.220662 0.148504E+09 0.683874
61 95.2801 0.10495E-01 -3813.2 0.069048 0.145405E+08 0.684733
62 96.0520 0.10411E-01 -2349.9 0.042550 0.552180E+07 0.685059
63 97.1873 0.10289E-01 -2696.3 0.048824 0.727018E+07 0.685488
64 99.4493 0.10055E-01 -10028. 0.181581 0.100559E+09 0.691423
65 100.886 0.99122E-02 5726.9 0.103700 0.327977E+08 0.693359
66 102.749 0.97325E-02 32234. 0.583674 0.103902E+10 0.754684
67 103.633 0.96494E-02 18138. 0.328436 0.328990E+09 0.774102
68 104.140 0.96025E-02 7562.1 0.136931 0.571854E+08 0.777477
69 105.485 0.94800E-02 -25661. 0.464662 0.658502E+09 0.816344
70 106.989 0.93467E-02 21891. 0.396397 0.479228E+09 0.844629
71 107.928 0.92654E-02 -16860. 0.305298 0.284270E+09 0.861408
72 108.685 0.92009E-02 -32618. 0.590628 0.106392E+10 0.924203
73 109.094 0.91664E-02 9315.1 0.168674 0.867713E+08 0.929325
74 110.550 0.90457E-02 4256.3 0.077071 0.181159E+08 0.930394
75 111.627 0.89584E-02 19434. 0.351899 0.377676E+09 0.952685
76 114.305 0.87485E-02 3751.2 0.067924 0.140712E+08 0.953516
77 116.400 0.85911E-02 -9367.1 0.169614 0.877417E+08 0.958695
78 116.786 0.85627E-02 2178.8 0.039453 0.474719E+07 0.958975
79 118.365 0.84484E-02 2119.5 0.038379 0.449219E+07 0.959240
80 11 8. 38 6 0 .8 44 6 9E- 02 7 13 .10 0. 01 29 12 5 08 509 . 0 .9 59 27 0
81 119.251 0.83857E-02 -1409.0 0.025514 0.198538E+07 0.959387
82 119.360 0.83780E-02 -1312.0 0.023757 0.172141E+07 0.959489
83 119.452 0.83716E-02 519.59 0.009408 269969. 0.959505
84 119.709 0.83536E-02 -5787.9 0.104805 0.335001E+08 0.961482
85 119.986 0.83343E-02 4213.1 0.076289 0.177501E+08 0.96253086 121.897 0.82036E-02 1104.7 0.020003 0.122037E+07 0.962602
87 123.581 0.80919E-02 -5122.6 0.092758 0.262411E+08 0.964150
88 124.037 0.80621E-02 2085.7 0.037767 0.435019E+07 0.964407
89 127.462 0.78454E-02 11772. 0.213168 0.138588E+09 0.972587
90 128.490 0.77827E-02 4996.6 0.090477 0.249665E+08 0.974061
91 129.030 0.77501E-02 -8176.8 0.148061 0.668596E+08 0.978007
92 130.197 0.76807E-02 1274.9 0.023086 0.162541E+07 0.978103
93 130.261 0.76769E-02 302.42 0.005476 91459.9 0.978108
94 131.076 0.76292E-02 -11361. 0.205716 0.129068E+09 0.985726
95 131.237 0.76198E-02 5630.6 0.101957 0.317042E+08 0.987597
9 6 13 1. 83 5 0. 75 85 3 E- 02 17 10. 2 0. 03 09 6 8 0 .29 24 80E+ 07 0. 98 77 7 0
97 133.833 0.74720E-02 -6090.3 0.110281 0.370921E+08 0.989959
98 134.445 0.74380E-02 -889.00 0.016098 790324. 0.99000699 135.714 0.73684E-02 -10065. 0.182258 0.101310E+09 0.995986
100 136.190 0.73427E-02 8247.1 0.149335 0.680154E+08 1.00000
SUM OF EFFECTIVE MASSES= 0.169426E+11
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표 5-2 하나로 수조덮개의 접힌 경우(CASE II)에 대한 주요 모드계수
***** PARTICIPATION FACTOR CALCULATION ***** X DIRECTION
CUMULATIVE
M OD E F REQ U ENC Y P ERIO D P ART IC .F AC TO R R ATIO EF F EC TIV E M AS S
MASS FRACTION
1 18.9011 0.52907E-01 -1.0558 0.039181 1.11462 0.280965E-03
2 33.3884 0.29951E-01 16.345 0.606602 267.169 0.676269E-01
3 38.4931 0.25979E-01 4.7949 0.177947 22.9910 0.734223E-01
4 41.9105 0.23860E-01 -8.1129 0.301085 65.8199 0.900136E-01
5 45.6085 0.21926E-01 -0.38215 0.014182 0.146041 0.900504E-01
6 53.3379 0.18748E-01 -6.7880 0.251915 46.0772 0.101665
7 56.6204 0.17661E-01 24.792 0.920091 614.667 0.256606
8 5 9 .9 56 1 0. 16 67 9 E- 01 26 .9 46 1. 00 000 0 7 26 .07 0 0 .4 39 6 28
9 65.4038 0.15290E-01 19.022 0.705949 361.847 0.530839
10 67.9523 0.14716E-01 -1.3092 0.048587 1.71402 0.531271
11 68.6671 0.14563E-01 -15.235 0.565385 232.095 0.58977612 71.6044 0.13966E-01 -5.4072 0.200672 29.2382 0.597146
13 73.2662 0.13649E-01 2.4547 0.091098 6.02556 0.598665
14 75.9586 0.13165E-01 1.9701 0.073112 3.88111 0.599643
15 77.2343 0.12948E-01 -2.9361 0.108965 8.62088 0.601816
16 82.0886 0.12182E-01 9.8473 0.365452 96.9702 0.626260
17 84.0106 0.11903E-01 13.456 0.499383 181.070 0.671903
18 84.8993 0.11779E-01 11.148 0.413736 124.287 0.703232
19 86.0879 0.11616E-01 -14.931 0.554106 222.928 0.759426
20 89.8737 0.11127E-01 -10.241 0.380075 104.886 0.785864
21 90.8174 0.11011E-01 0.29307 0.010876 0.858918E-01 0.785886
22 91.4093 0.10940E-01 0.28780E-01 0.001068 0.828285E-03 0.785886
23 91.9488 0.10876E-01 1.4612 0.054227 2.13508 0.786425
24 92.4565 0.10816E-01 -0.23503E-01 0.000872 0.552384E-03 0.78642525 92.6021 0.10799E-01 -0.24507 0.009095 0.600599E-01 0.786440
26 92.9297 0.10761E-01 0.80310 0.029804 0.644965 0.786602
27 92.9897 0.10754E-01 0.19437 0.007213 0.377779E-01 0.786612
28 93.0248 0.10750E-01 0.37380E-01 0.001387 0.139726E-02 0.786612
29 93.1141 0.10740E-01 0.76110 0.028246 0.579271 0.786758
30 93.1980 0.10730E-01 2.5974 0.096394 6.74656 0.788459
31 93.3715 0.10710E-01 0.16066 0.005962 0.258125E-01 0.788465
32 93.4103 0.10705E-01 2.5966 0.096363 6.74210 0.790165
33 94.2153 0.10614E-01 -2.5778 0.095667 6.64509 0.791840
34 94.3454 0.10599E-01 -0.21435 0.007955 0.459456E-01 0.791852
35 95.2417 0.10500E-01 1.2378 0.045937 1.53216 0.792238
36 96.8822 0.10322E-01 10.504 0.389818 110.332 0.820049
37 98.0702 0.10197E-01 1.5194 0.056387 2.30857 0.82063138 100.408 0.99594E-02 -4.5291 0.168084 20.5131 0.825802
39 101.277 0.98739E-02 -16.023 0.594650 256.745 0.890520
40 101.792 0.98239E-02 0.72857 0.027038 0.530810 0.890654
41 109.359 0.91442E-02 -3.6143 0.134134 13.0634 0.893947
42 112.529 0.88866E-02 -2.5536 0.094768 6.52086 0.895591
43 112.574 0.88831E-02 -3.7112 0.137731 13.7733 0.899063
44 115.967 0.86232E-02 3.5223 0.130718 12.4065 0.902190
45 117.516 0.85095E-02 1.1458 0.042522 1.31279 0.902521
46 118.369 0.84481E-02 0.74545E-01 0.002767 0.555703E-02 0.902522
47 118.513 0.84379E-02 -3.7810 0.140321 14.2962 0.906126
48 119.331 0.83800E-02 -0.40106 0.014884 0.160853 0.906167
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49 119.355 0.83784E-02 -0.14589E-01 0.000541 0.212832E-03 0.906167
50 119.450 0.83717E-02 -0.53607 0.019895 0.287372 0.906239
51 120.150 0.83229E-02 0.44860E-01 0.001665 0.201243E-02 0.906240
52 120.354 0.83089E-02 -2.2206 0.082412 4.93127 0.907483
53 120.685 0.82860E-02 0.71066 0.026374 0.505035 0.907610
54 124.024 0.80629E-02 -0.56852 0.021099 0.323212 0.90769155 126.639 0.78964E-02 1.2404 0.046034 1.53866 0.908079
56 128.263 0.77965E-02 -1.3784 0.051156 1.90008 0.908558
57 129.170 0.77417E-02 -3.9892 0.148046 15.9137 0.912570
58 130.061 0.76887E-02 -2.2366 0.083004 5.00237 0.913831
59 130.634 0.76550E-02 0.71565E-01 0.002656 0.512154E-02 0.913832
60 132.152 0.75670E-02 2.7869 0.103426 7.76673 0.915790
61 135.022 0.74062E-02 2.6658 0.098932 7.10647 0.917581
62 137.414 0.72773E-02 2.2185 0.082331 4.92158 0.918822
63 139.815 0.71523E-02 0.74902 0.027797 0.561025 0.918963
64 140.063 0.71397E-02 0.26405 0.009799 0.697203E-01 0.918981
65 140.732 0.71057E-02 6.3753 0.236599 40.6447 0.929226
66 143.375 0.69747E-02 7.5526 0.280291 57.0425 0.943605
67 144.201 0.69348E-02 2.7063 0.100437 7.32432 0.945451
68 147.626 0.67739E-02 0.73618 0.027321 0.541966 0.945588
69 150.921 0.66260E-02 -2.5099 0.093146 6.29947 0.947176
7 0 15 6 .3 9 3 0 .6 3 94 2E- 02 - 1. 79 70 0. 06 66 88 3 .22 907 0. 94 7 99 0
71 157.329 0.63561E-02 3.6910 0.136980 13.6236 0.951424
72 157.897 0.63332E-02 6.7728 0.251350 45.8706 0.962986
7 3 16 4 .7 85 0. 606 85 E- 02 - 1.6 5 82 0. 06 15 4 0 2. 74 9 75 0. 96 3 680
74 166.840 0.59938E-02 -3.0948 0.114854 9.57799 0.966094
75 171.528 0.58299E-02 -4.3230 0.160432 18.6880 0.970805
76 171.759 0.58221E-02 3.8022 0.141106 14.4567 0.974449
77 173.783 0.57543E-02 0.48952 0.018167 0.239630 0.974509
78 174.095 0.57440E-02 2.8576 0.106050 8.16575 0.976567
79 174.763 0.57220E-02 -1.1991 0.044499 1.43775 0.976930
80 175.805 0.56881E-02 0.57243 0.021244 0.327676 0.977012
81 178.570 0.56000E-02 0.51683 0.019181 0.267115 0.97708082 179.051 0.55850E-02 -1.3812 0.051259 1.90775 0.977561
83 180.273 0.55471E-02 -1.3206 0.049009 1.74392 0.978000
84 183.945 0.54364E-02 0.10031 0.003723 0.100622E-01 0.978003
85 185.862 0.53803E-02 0.78406 0.029098 0.614748 0.978158
86 186.148 0.53721E-02 7.5607 0.280591 57.1646 0.992567
87 186.596 0.53592E-02 2.6064 0.096726 6.79306 0.994280
88 190.566 0.52475E-02 -1.2973 0.048146 1.68308 0.994704
89 190.983 0.52361E-02 0.49421E-01 0.001834 0.244244E-02 0.994705
90 192.970 0.51822E-02 2.6295 0.097586 6.91432 0.996448
91 193.056 0.51798E-02 0.89214 0.033109 0.795917 0.996648
92 196.203 0.50968E-02 0.84867 0.031496 0.720244 0.996830
93 196.645 0.50853E-02 -0.18960E-01 0.000704 0.359471E-03 0.996830
94 198.154 0.50466E-02 -2.0597 0.076437 4.24217 0.99789995 198.675 0.50333E-02 -1.0449 0.038780 1.09191 0.998174
96 200.854 0.49787E-02 -0.15174 0.005631 0.230245E-01 0.998180
97 209.238 0.47793E-02 0.17625E-01 0.000654 0.310651E-03 0.998180
98 210.110 0.47594E-02 1.6441 0.061016 2.70313 0.998862
99 213.105 0.46925E-02 1.7834 0.066183 3.18035 0.999663
100 214.860 0.46542E-02 1.1557 0.042890 1.33565 1.00000
S UM O F EF F EC TI VE M ASS ES= 3 9 67 .12
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***** PARTICIPATION FACTOR CALCULATION ***** Y DIRECTION
CUMULATIVE
M OD E F REQ U ENC Y P ERIO D P ART IC .F AC TO R R ATIO EF F EC TIV E M AS S
MASS FRACTION
1 18.9011 0.52907E-01 14.276 0.695882 203.805 0.1055922 33.3884 0.29951E-01 1.4508 0.070720 2.10488 0.106683
3 38.4931 0.25979E-01 -0.46043 0.022443 0.211992 0.106793
4 41.9105 0.23860E-01 -0.77220 0.037640 0.596286 0.107101
5 45.6085 0.21926E-01 13.489 0.657530 181.960 0.201376
6 53.3379 0.18748E-01 2.9659 0.144571 8.79650 0.205933
7 5 6 .6 20 4 0. 17 6 61 E- 01 3 .0 46 2 0 .14 84 88 9 .27 9 53 0 .210 74 1
8 59.9561 0.16679E-01 0.49526 0.024141 0.245280 0.210868
9 65.4038 0.15290E-01 2.0085 0.097905 4.03415 0.212958
10 67.9523 0.14716E-01 -2.5978 0.126629 6.74853 0.216454
11 68.6671 0.14563E-01 4.6911 0.228668 22.0068 0.227856
12 71.6044 0.13966E-01 -3.2519 0.158511 10.5745 0.233335
13 73.2662 0.13649E-01 16.086 0.784099 258.754 0.367396
14 75.9586 0.13165E-01 -1.5005 0.073143 2.25159 0.368563
15 77.2343 0.12948E-01 -20.515 1.000000 420.867 0.586615
16 82 .088 6 0. 1218 2E- 01 - 6 .9 60 8 0. 33 93 01 4 8.4 5 22 0. 611 718
17 84.0106 0.11903E-01 -9.3821 0.457329 88.0240 0.657324
18 84.8993 0.11779E-01 0.80755 0.039364 0.652143 0.657661
19 86.0879 0.11616E-01 6.0494 0.294875 36.5949 0.676621
20 89.8737 0.11127E-01 -4.7989 0.233922 23.0297 0.688553
21 90.8174 0.11011E-01 0.85905 0.041874 0.737970 0.688935
22 91.4093 0.10940E-01 1.3644 0.066505 1.86148 0.689900
23 91.9488 0.10876E-01 -1.3986 0.068176 1.95619 0.690913
24 92.4565 0.10816E-01 -1.0686 0.052086 1.14180 0.691505
25 92.6021 0.10799E-01 -0.55685E-01 0.002714 0.310080E-02 0.691507
26 92.9297 0.10761E-01 1.6293 0.079419 2.65460 0.692882
27 92.9897 0.10754E-01 0.20275E-01 0.000988 0.411073E-03 0.692882
28 93.0248 0.10750E-01 0.32920 0.016047 0.108372 0.69293829 93.1141 0.10740E-01 0.67206 0.032759 0.451662 0.693172
30 93.1980 0.10730E-01 0.61512 0.029984 0.378372 0.693368
31 93.3715 0.10710E-01 -1.1240 0.054789 1.26339 0.694023
32 93.4103 0.10705E-01 -1.1067 0.053946 1.22478 0.694657
33 94.2153 0.10614E-01 -0.65389E-01 0.003187 0.427568E-02 0.694660
34 94.3454 0.10599E-01 0.36301E-01 0.001769 0.131773E-02 0.694660
35 95.2417 0.10500E-01 1.6546 0.080655 2.73783 0.696079
36 96.8822 0.10322E-01 3.2517 0.158505 10.5738 0.701557
37 98.0702 0.10197E-01 -0.20600 0.010041 0.424355E-01 0.701579
38 100.408 0.99594E-02 2.0228 0.098600 4.09166 0.703699
39 101.277 0.98739E-02 -2.2951 0.111873 5.26739 0.706428
40 101.792 0.98239E-02 -0.26326 0.012833 0.693072E-01 0.706464
41 109.359 0.91442E-02 5.4710 0.266684 29.9322 0.72197242 112.529 0.88866E-02 -5.4376 0.265056 29.5678 0.737291
43 112.574 0.88831E-02 3.2998 0.160847 10.8885 0.742933
44 115.967 0.86232E-02 8.9465 0.436094 80.0397 0.784401
45 117.516 0.85095E-02 2.2887 0.111564 5.23833 0.787115
46 118.369 0.84481E-02 0.46821 0.022823 0.219217 0.787229
4 7 11 8. 51 3 0. 84 37 9 E- 02 - 0. 72 37 8 0. 03 52 81 0. 523 86 0 0. 787 5 00
48 119.331 0.83800E-02 0.20443 0.009965 0.417902E-01 0.787522
49 119.355 0.83784E-02 0.57777E-01 0.002816 0.333819E-02 0.787524
50 119.450 0.83717E-02 0.54272 0.026455 0.294544 0.787676
51 120.150 0.83229E-02 3.7098 0.180834 13.7628 0.794807
52 120.354 0.83089E-02 -0.77371 0.037714 0.598632 0.795117
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53 120.685 0.82860E-02 0.32034 0.015615 0.102616 0.795170
54 124.024 0.80629E-02 3.9893 0.194455 15.9142 0.803415
55 126.639 0.78964E-02 -0.31017E-01 0.001512 0.962036E-03 0.803416
56 128.263 0.77965E-02 2.0850 0.101634 4.34730 0.805668
57 129.170 0.77417E-02 -0.18046 0.008796 0.325657E-01 0.805685
58 130.061 0.76887E-02 1.1342 0.055285 1.28633 0.80635259 130.634 0.76550E-02 0.77617 0.037834 0.602435 0.806664
60 132.152 0.75670E-02 -1.9656 0.095812 3.86355 0.808665
61 135.022 0.74062E-02 6.1501 0.299787 37.8241 0.828262
62 137.414 0.72773E-02 -0.26750E-01 0.001304 0.715550E-03 0.828263
63 139.815 0.71523E-02 0.54748 0.026687 0.299736 0.828418
64 140.063 0.71397E-02 2.2669 0.110500 5.13893 0.831080
65 140.732 0.71057E-02 -5.8570 0.285497 34.3041 0.848853
66 143.375 0.69747E-02 -1.0916 0.053210 1.19161 0.849471
67 144.201 0.69348E-02 0.76337 0.037210 0.582736 0.849773
68 147.626 0.67739E-02 1.7833 0.086925 3.18002 0.851420
69 150.921 0.66260E-02 1.4849 0.072379 2.20481 0.852563
70 156.393 0.63942E-02 3.3081 0.161253 10.9435 0.858232
71 157.329 0.63561E-02 1.1850 0.057763 1.40425 0.858960
72 157.897 0.63332E-02 -2.5375 0.123690 6.43893 0.862296
73 164.785 0.60685E-02 1.5118 0.073694 2.28565 0.863480
74 166.840 0.59938E-02 -1.3461 0.065613 1.81188 0.864419
75 171.528 0.58299E-02 1.0914 0.053198 1.19107 0.865036
76 171.759 0.58221E-02 1.1529 0.056197 1.32913 0.865725
77 173.783 0.57543E-02 0.88584 0.043180 0.784705 0.866131
78 174.095 0.57440E-02 -0.87198E-01 0.004250 0.760358E-02 0.866135
79 174.763 0.57220E-02 -0.36585E-01 0.001783 0.133848E-02 0.866136
80 175.805 0.56881E-02 0.30098 0.014671 0.905864E-01 0.866183
81 178.570 0.56000E-02 0.50782 0.024754 0.257883 0.866316
82 179.051 0.55850E-02 7.5470 0.367875 56.9569 0.895826
83 180.273 0.55471E-02 -1.2699 0.061899 1.61254 0.896661
84 18 3. 94 5 0. 54 36 4 E- 02 1. 384 0 0. 06 7 46 2 1. 91 54 0 0 .89 7 65 4
85 185.862 0.53803E-02 5.5445 0.270267 30.7418 0.91358186 186.148 0.53721E-02 -1.4343 0.069917 2.05733 0.914647
87 186.596 0.53592E-02 -4.7225 0.230195 22.3016 0.926202
88 190.566 0.52475E-02 2.3434 0.114229 5.49156 0.929047
89 190.983 0.52361E-02 -2.0471 0.099786 4.19063 0.931218
90 192.970 0.51822E-02 4.6140 0.224907 21.2887 0.942248
91 193.056 0.51798E-02 3.0402 0.148193 9.24276 0.947037
92 196.203 0.50968E-02 -0.43898 0.021398 0.192705 0.947136
9 3 19 6 .6 4 5 0. 5085 3 E- 02 - 1. 222 5 0. 05 95 9 2 1. 49 4 58 0. 94 7 911
94 198.154 0.50466E-02 1.3070 0.063712 1.70836 0.948796
95 198.675 0.50333E-02 -0.13405 0.006534 0.179695E-01 0.948805
96 200.854 0.49787E-02 -0.51650 0.025177 0.266775 0.948943
9 7 20 9. 23 8 0 .4 7 79 3 E- 02 0. 83 211 0. 04 05 6 1 0 .6 924 11 0 .9 49 3 02
98 210.110 0.47594E-02 9.3291 0.454745 87.0324 0.99439499 213.105 0.46925E-02 1.9051 0.092865 3.62952 0.996274
100 214.860 0.46542E-02 2.6816 0.130714 7.19104 1.00000
S UM O F EF F EC TI VE M ASS ES= 1 93 0. 12
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***** PARTICIPATION FACTOR CALCULATION ***** Z DIRECTION
CUMULATIVE
M OD E F REQ U ENC Y P ERIO D P ART IC .F AC TO R R ATIO EF F EC TIV E M AS S
MASS FRACTION
1 18.9011 0.52907E-01 4.4374 0.140517 19.6902 0.645523E-02 2 33.3884 0.29951E-01 -1.2158 0.038501 1.47819 0.693984E-02
3 38.4931 0.25979E-01 31.579 1.000000 997.221 0.333869
4 41.9105 0.23860E-01 23.437 0.742164 549.277 0.513944
5 45.6085 0.21926E-01 -1.0122 0.032054 1.02460 0.514280
6 53.3379 0.18748E-01 1.1157 0.035332 1.24486 0.514688
7 56.6204 0.17661E-01 -0.87983 0.027861 0.774093 0.514942
8 59.9561 0.16679E-01 2.1720 0.068781 4.71774 0.516489
9 65.4038 0.15290E-01 4.2938 0.135970 18.4366 0.522533
10 67.9523 0.14716E-01 25.014 0.792119 625.709 0.727666
11 68.6671 0.14563E-01 4.3095 0.136467 18.5716 0.733754
12 71.6044 0.13966E-01 0.54253 0.017180 0.294334 0.733851
13 73.2662 0.13649E-01 4.7276 0.149709 22.3504 0.741178
14 75.9586 0.13165E-01 -0.25145 0.007963 0.632270E-01 0.741199
15 7 7 .23 4 3 0. 12 94 8E- 01 3 .6 6 21 0 .115 9 68 13 .4 111 0 .7 45 5 96
16 82.0886 0.12182E-01 2.4866 0.078742 6.18314 0.747623
17 84.0106 0.11903E-01 1.6895 0.053501 2.85438 0.748559
18 84.8993 0.11779E-01 3.6468 0.115483 13.2992 0.752919
19 86.0879 0.11616E-01 1.9386 0.061388 3.75804 0.754151
20 89.8737 0.11127E-01 1.1804 0.037380 1.39335 0.754607
21 90.8174 0.11011E-01 -0.35474 0.011233 0.125838 0.754649
22 91.4093 0.10940E-01 3.6803 0.116542 13.5444 0.759089
23 91.9488 0.10876E-01 0.40038 0.012679 0.160301 0.759142
24 92.4565 0.10816E-01 -1.0630 0.033661 1.12994 0.759512
25 92.6021 0.10799E-01 2.9085 0.092104 8.45961 0.762285
26 92.9297 0.10761E-01 0.43643 0.013820 0.190474 0.762348
27 92.9897 0.10754E-01 0.15000E-01 0.000475 0.224985E-03 0.762348
28 93.0248 0.10750E-01 1.1138 0.035269 1.24048 0.76275529 93.1141 0.10740E-01 0.63204E-01 0.002001 0.399480E-02 0.762756
30 93.1980 0.10730E-01 0.30024 0.009508 0.901429E-01 0.762785
31 93.3715 0.10710E-01 0.56129E-01 0.001777 0.315044E-02 0.762787
32 93.4103 0.10705E-01 2.7738 0.087837 7.69392 0.765309
33 94.2153 0.10614E-01 0.48167 0.015253 0.232002 0.765385
34 94.3454 0.10599E-01 -0.54220 0.017170 0.293977 0.765481
35 95.2417 0.10500E-01 -1.7114 0.054194 2.92886 0.766442
36 96.8822 0.10322E-01 1.2909 0.040880 1.66652 0.766988
37 98.0702 0.10197E-01 -1.3012 0.041205 1.69317 0.767543
38 100.408 0.99594E-02 0.34286 0.010857 0.117554 0.767582
39 101.277 0.98739E-02 1.6877 0.053444 2.84831 0.768515
40 101.792 0.98239E-02 -2.5011 0.079203 6.25568 0.770566
4 1 10 9. 35 9 0 .9 14 4 2E- 02 0. 36 7 61 0. 01 16 4 1 0 .13 5 13 8 0 .7 70 61042 112.529 0.88866E-02 1.0266 0.032509 1.05391 0.770956
43 112.574 0.88831E-02 -2.2648 0.071718 5.12919 0.772638
44 115.967 0.86232E-02 0.88412 0.027997 0.781660 0.772894
45 117.516 0.85095E-02 0.69952 0.022152 0.489330 0.773054
46 118.369 0.84481E-02 -0.38048 0.012049 0.144767 0.773102
47 118.513 0.84379E-02 -1.4926 0.047265 2.22778 0.773832
48 119.331 0.83800E-02 -0.37713 0.011942 0.142225 0.773879
49 119.355 0.83784E-02 -0.28256 0.008948 0.798416E-01 0.773905
50 119.450 0.83717E-02 -1.5433 0.048870 2.38165 0.774686
51 120.150 0.83229E-02 -0.23858 0.007555 0.569220E-01 0.774704
52 120.354 0.83089E-02 0.24003 0.007601 0.576131E-01 0.774723
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53 120.685 0.82860E-02 -0.62397E-01 0.001976 0.389339E-02 0.774724
54 124.024 0.80629E-02 -1.6601 0.052569 2.75585 0.775628
55 126.639 0.78964E-02 2.8537 0.090366 8.14337 0.778298
56 128.263 0.77965E-02 -1.5211 0.048168 2.31369 0.779056
57 129.170 0.77417E-02 -5.6651 0.179395 32.0933 0.789578
58 130.061 0.76887E-02 3.5154 0.111322 12.3581 0.79362959 130.634 0.76550E-02 4.9304 0.156130 24.3088 0.801599
60 132.152 0.75670E-02 1.1558 0.036601 1.33592 0.802037
61 135.022 0.74062E-02 -2.8576 0.090492 8.16611 0.804714
62 137.414 0.72773E-02 -2.3013 0.072874 5.29587 0.806450
63 139.815 0.71523E-02 9.6096 0.304306 92.3445 0.836724
64 140.063 0.71397E-02 -5.5693 0.176362 31.0172 0.846893
65 140.732 0.71057E-02 -4.9615 0.157115 24.6166 0.854963
66 143.375 0.69747E-02 5.6764 0.179755 32.2220 0.865527
67 144.201 0.69348E-02 -7.8512 0.248622 61.6414 0.885735
68 147.626 0.67739E-02 -0.41708 0.013207 0.173953 0.885792
69 150.921 0.66260E-02 0.34249 0.010845 0.117297 0.885831
7 0 15 6 .3 9 3 0 .6 3 94 2E- 02 3 .5 6 20 0. 11 27 98 12. 6880 0 .889 9 90
71 157.329 0.63561E-02 0.16808 0.005323 0.282514E-01 0.890000
72 157.897 0.63332E-02 3.0584 0.096849 9.35363 0.893066
73 164.785 0.60685E-02 3.8407 0.121621 14.7506 0.897902
74 166.840 0.59938E-02 2.3959 0.075870 5.74032 0.899784
75 171.528 0.58299E-02 -2.6895 0.085168 7.23345 0.902155
76 171.759 0.58221E-02 -1.9925 0.063096 3.97002 0.903457
77 173.783 0.57543E-02 0.52369 0.016584 0.274252 0.903547
78 174.095 0.57440E-02 -0.67825 0.021478 0.460029 0.903698
79 174.763 0.57220E-02 -2.2129 0.070074 4.89678 0.905303
80 175.805 0.56881E-02 -2.2480 0.071186 5.05341 0.906960
81 178.570 0.56000E-02 0.93902E-02 0.000297 0.881751E-04 0.906960
82 179.051 0.55850E-02 6.7151 0.212644 45.0919 0.921743
83 180.273 0.55471E-02 -1.8903 0.059860 3.57324 0.922914
84 183.945 0.54364E-02 -0.57751 0.018288 0.333514 0.923024
85 185.862 0.53803E-02 -0.12279 0.003888 0.150762E-01 0.92302886 186.148 0.53721E-02 -1.2666 0.040108 1.60422 0.923554
87 186.596 0.53592E-02 2.0665 0.065441 4.27060 0.924954
88 190.566 0.52475E-02 -1.0764 0.034087 1.15868 0.925334
89 190.983 0.52361E-02 1.2207 0.038655 1.49002 0.925823
90 192.970 0.51822E-02 -0.61046 0.019331 0.372660 0.925945
91 193.056 0.51798E-02 1.2734 0.040324 1.62147 0.926477
92 196.203 0.50968E-02 0.35185 0.011142 0.123796 0.926517
93 196.645 0.50853E-02 2.7589 0.087367 7.61174 0.929013
94 198.154 0.50466E-02 -8.6719 0.274610 75.2012 0.953667
95 198.675 0.50333E-02 1.8094 0.057299 3.27400 0.954740
96 200.854 0.49787E-02 -5.9972 0.189913 35.9666 0.966531
97 209.238 0.47793E-02 -2.5197 0.079791 6.34896 0.968613
98 210.110 0.47594E-02 -8.7340 0.276579 76.2832 0.99362199 213.105 0.46925E-02 1.4825 0.046945 2.19771 0.994342
100 214.860 0.46542E-02 -4.1544 0.131555 17.2587 1.00000
SUM OF EFFECTIVE MASSES= 3050.26
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***** PARTICIPATION FACTOR CALCULATION *****ROTX DIRECTION
CUMULATIVE
M OD E F REQ U ENC Y P ERIO D P ART IC .F AC TO R R ATIO EF F EC TIV E M AS S
MASS FRACTION
1 18.9011 0.52907E-01 -10749. 0.161987 0.115537E+09 0.116314E-01 2 33.3884 0.29951E-01 -3366.1 0.050728 0.113304E+08 0.127721E-01
3 38.4931 0.25979E-01 4677.1 0.070486 0.218756E+08 0.149744E-01
4 41.9105 0.23860E-01 3723.8 0.056118 0.138663E+08 0.163704E-01
5 45.6085 0.21926E-01 -7004.9 0.105565 0.490683E+08 0.213102E-01
6 53.3379 0.18748E-01 5943.5 0.089570 0.353250E+08 0.248665E-01
7 56.6204 0.17661E-01 -633.73 0.009550 401613. 0.249070E-01
8 59.9561 0.16679E-01 2518.2 0.037950 0.634146E+07 0.255454E-01
9 65.4038 0.15290E-01 11595. 0.174742 0.134447E+09 0.390806E-01
10 67.9523 0.14716E-01 66356. 1.000000 0.440309E+10 0.482353
11 68.6671 0.14563E-01 12844. 0.193567 0.164976E+09 0.498962
12 71.6044 0.13966E-01 389.57 0.005871 151765. 0.498977
13 73.2662 0.13649E-01 13349. 0.201172 0.178193E+09 0.516917
14 75.9586 0.13165E-01 -823.14 0.012405 677564. 0.516985
15 77.2343 0.12948E-01 11652. 0.175595 0.135763E+09 0.530653
16 82.0886 0.12182E-01 9609.5 0.144818 0.923430E+08 0.539949
17 84.0106 0.11903E-01 7936.4 0.119604 0.629871E+08 0.546290
18 84.8993 0.11779E-01 -123.51 0.001861 15254.5 0.546292
19 86.0879 0.11616E-01 -1603.4 0.024163 0.257083E+07 0.546551
20 89.8737 0.11127E-01 1761.3 0.026543 0.310219E+07 0.546863
21 90.8174 0.11011E-01 2064.1 0.031106 0.426039E+07 0.547292
22 91.4093 0.10940E-01 14241. 0.214611 0.202798E+09 0.567708
23 91.9488 0.10876E-01 1663.6 0.025071 0.276755E+07 0.567987
24 92.4565 0.10816E-01 -5281.4 0.079593 0.278935E+08 0.570795
25 92.6021 0.10799E-01 9805.8 0.147777 0.961543E+08 0.580475
26 92.9297 0.10761E-01 1451.4 0.021874 0.210668E+07 0.580687
27 92.9897 0.10754E-01 -72.202 0.001088 5213.15 0.580688
28 93.0248 0.10750E-01 3958.9 0.059661 0.156725E+08 0.58226529 93.1141 0.10740E-01 227.45 0.003428 51732.2 0.582271
30 93.1980 0.10730E-01 1662.5 0.025055 0.276398E+07 0.582549
31 93.3715 0.10710E-01 -1633.4 0.024615 0.266790E+07 0.582817
32 93.4103 0.10705E-01 3550.3 0.053504 0.126044E+08 0.584086
33 94.2153 0.10614E-01 908.04 0.013684 824531. 0.584169
34 94.3454 0.10599E-01 -1622.8 0.024456 0.263337E+07 0.584434
35 95.2417 0.10500E-01 -4608.0 0.069444 0.212336E+08 0.586572
36 96.8822 0.10322E-01 9073.5 0.136740 0.823286E+08 0.594860
37 98.0702 0.10197E-01 7113.3 0.107200 0.505996E+08 0.599954
38 100.408 0.99594E-02 -5185.9 0.078153 0.268939E+08 0.602662
39 101.277 0.98739E-02 13875. 0.209102 0.192520E+09 0.622043
40 101.792 0.98239E-02 4321.3 0.065124 0.186738E+08 0.623923
41 109.359 0.91442E-02 1635.6 0.024649 0.267524E+07 0.62419342 112.529 0.88866E-02 -3178.3 0.047898 0.101017E+08 0.625210
43 112.574 0.88831E-02 5355.3 0.080706 0.286796E+08 0.628097
44 115.967 0.86232E-02 3034.2 0.045727 0.920650E+07 0.629024
45 117.516 0.85095E-02 -10001. 0.150714 0.100015E+09 0.639093
46 118.369 0.84481E-02 652.79 0.009838 426141. 0.639136
47 118.513 0.84379E-02 3072.0 0.046296 0.943705E+07 0.640086
48 119.331 0.83800E-02 -587.82 0.008859 345530. 0.640120
49 119.355 0.83784E-02 353.82 0.005332 125191. 0.640133
50 119.450 0.83717E-02 8135.2 0.122599 0.661810E+08 0.646796
51 120.150 0.83229E-02 4535.5 0.068352 0.205709E+08 0.648867
52 120.354 0.83089E-02 11195. 0.168713 0.125329E+09 0.661484
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53 120.685 0.82860E-02 -4772.4 0.071922 0.227762E+08 0.663777
54 124.024 0.80629E-02 -22086. 0.332839 0.487781E+09 0.712883
55 126.639 0.78964E-02 13153. 0.198216 0.172996E+09 0.730299
56 128.263 0.77965E-02 2253.9 0.033966 0.507991E+07 0.730811
57 129.170 0.77417E-02 4236.4 0.063843 0.179468E+08 0.732618
58 130.061 0.76887E-02 -13784. 0.207724 0.189990E+09 0.75174559 130.634 0.76550E-02 -11807. 0.177932 0.139400E+09 0.765778
60 132.152 0.75670E-02 -5593.7 0.084299 0.312895E+08 0.768928
61 135.022 0.74062E-02 4977.9 0.075018 0.247793E+08 0.771423
62 137.414 0.72773E-02 -4821.9 0.072667 0.232503E+08 0.773764
63 139.815 0.71523E-02 -8211.9 0.123756 0.674361E+08 0.780553
64 140.063 0.71397E-02 5839.3 0.088000 0.340975E+08 0.783985
65 140.732 0.71057E-02 6826.7 0.102880 0.466040E+08 0.788677
66 143.375 0.69747E-02 14188. 0.213812 0.201290E+09 0.808942
67 144.201 0.69348E-02 -36401. 0.548572 0.132503E+10 0.942336
68 147.626 0.67739E-02 711.29 0.010719 505932. 0.942387
69 150.921 0.66260E-02 2663.3 0.040137 0.709337E+07 0.943101
7 0 15 6 .3 9 3 0 .6 3 94 2E- 02 10 46 2. 0. 15 7 67 1 0 .109 4 62E+ 09 0. 95 4 12 1
71 157.329 0.63561E-02 3917.0 0.059030 0.153426E+08 0.955666
72 157.897 0.63332E-02 -1457.0 0.021957 0.212284E+07 0.955880
73 164.785 0.60685E-02 699.02 0.010534 488627. 0.955929
74 166.840 0.59938E-02 -3560.1 0.053652 0.126744E+08 0.957205
75 171.528 0.58299E-02 2166.3 0.032647 0.469303E+07 0.957677
76 171.759 0.58221E-02 2684.3 0.040454 0.720559E+07 0.958403
77 173.783 0.57543E-02 -2164.6 0.032621 0.468545E+07 0.958874
78 174.095 0.57440E-02 -506.04 0.007626 256077. 0.958900
79 174.763 0.57220E-02 4715.5 0.071064 0.222359E+08 0.961139
80 175.805 0.56881E-02 -1080.7 0.016287 0.116800E+07 0.961256
81 178.570 0.56000E-02 -318.51 0.004800 101451. 0.961266
82 179.051 0.55850E-02 -3816.8 0.057521 0.145683E+08 0.962733
83 180.273 0.55471E-02 1971.9 0.029717 0.388833E+07 0.963125
84 183.945 0.54364E-02 143.59 0.002164 20619.4 0.963127
85 185.862 0.53803E-02 980.11 0.014771 960611. 0.96322386 186.148 0.53721E-02 793.53 0.011959 629690. 0.963287
87 186.596 0.53592E-02 -4507.9 0.067936 0.203214E+08 0.965333
88 190.566 0.52475E-02 2988.1 0.045031 0.892872E+07 0.966231
89 190.983 0.52361E-02 -7789.1 0.117383 0.606695E+08 0.972339
90 192.970 0.51822E-02 1222.0 0.018417 0.149340E+07 0.972490
91 193.056 0.51798E-02 -54.836 0.000826 3006.97 0.972490
92 196.203 0.50968E-02 -745.44 0.011234 555679. 0.972546
93 196.645 0.50853E-02 -1684.6 0.025387 0.283780E+07 0.972832
94 198.154 0.50466E-02 2874.2 0.043316 0.826122E+07 0.973663
9 5 19 8. 67 5 0. 503 33 E- 02 11 53 6 . 0. 17 3 85 1 0 .13 3 080 E+ 09 0. 98 706 1
96 200.854 0.49787E-02 3905.6 0.058858 0.152535E+08 0.988596
97 209.238 0.47793E-02 848.99 0.012795 720782. 0.988669
98 210.110 0.47594E-02 9671.2 0.145748 0.935319E+08 0.99808599 213.105 0.46925E-02 -4323.5 0.065157 0.186930E+08 0.999967
100 214.860 0.46542E-02 -572.13 0.008622 327332. 1.00000
SUM OF EFFECTIVE MASSES= 0.993313E+10
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***** PARTICIPATION FACTOR CALCULATION *****ROTY DIRECTION
CUMULATIVE
M OD E F REQ U ENC Y P ERIO D P ART IC .F AC TO R R ATIO EF F EC TIV E M AS S
MASS FRACTION
1 18.9011 0.52907E-01 -958.27 0.041955 918273. 0.602542E-03 2 33.3884 0.29951E-01 22840. 1.000000 0.521682E+09 0.342914
3 38.4931 0.25979E-01 -12370. 0.541572 0.153009E+09 0.443314
4 41.9105 0.23860E-01 16748. 0.733243 0.280480E+09 0.627356
5 45.6085 0.21926E-01 -444.35 0.019455 197449. 0.627486
6 53.3379 0.18748E-01 -3890.8 0.170346 0.151380E+08 0.637419
7 56.6204 0.17661E-01 -1966.4 0.086092 0.386659E+07 0.639956
8 59.9561 0.16679E-01 -1080.9 0.047326 0.116841E+07 0.640722
9 65.4038 0.15290E-01 8492.2 0.371809 0.721182E+08 0.688044
10 67.9523 0.14716E-01 -1328.4 0.058162 0.176477E+07 0.689202
11 68.6671 0.14563E-01 -207.84 0.009100 43197.1 0.689231
12 71.6044 0.13966E-01 -435.89 0.019084 190003. 0.689355
13 73.2662 0.13649E-01 -410.04 0.017953 168135. 0.689466
14 75.9586 0.13165E-01 -523.79 0.022933 274357. 0.689646
15 77.2343 0.12948E-01 726.71 0.031817 528106. 0.689992
16 82.0886 0.12182E-01 -1796.4 0.078648 0.322689E+07 0.692109
17 84.0106 0.11903E-01 2033.6 0.089034 0.413542E+07 0.694823
18 84.8993 0.11779E-01 -7076.9 0.309842 0.500824E+08 0.727686
19 86.0879 0.11616E-01 1871.7 0.081945 0.350310E+07 0.729984
20 89.8737 0.11127E-01 -3842.8 0.168246 0.147671E+08 0.739674
21 90.8174 0.11011E-01 711.01 0.031130 505540. 0.740006
22 91.4093 0.10940E-01 -787.51 0.034479 620170. 0.740413
23 91.9488 0.10876E-01 48.579 0.002127 2359.96 0.740414
24 92.4565 0.10816E-01 257.01 0.011253 66055.5 0.740457
25 92.6021 0.10799E-01 -53.577 0.002346 2870.52 0.740459
26 92.9297 0.10761E-01 -34.368 0.001505 1181.15 0.740460
27 92.9897 0.10754E-01 140.81 0.006165 19828.8 0.740473
28 93.0248 0.10750E-01 -31.188 0.001365 972.662 0.74047429 93.1141 0.10740E-01 -147.89 0.006475 21872.6 0.740488
30 93.1980 0.10730E-01 -548.87 0.024031 301263. 0.740686
31 93.3715 0.10710E-01 2078.4 0.090995 0.431960E+07 0.743520
32 93.4103 0.10705E-01 7337.8 0.321263 0.538427E+08 0.778850
33 94.2153 0.10614E-01 102.47 0.004486 10500.7 0.778857
34 94.3454 0.10599E-01 -46.874 0.002052 2197.16 0.778858
35 95.2417 0.10500E-01 -342.65 0.015002 117406. 0.778935
36 96.8822 0.10322E-01 -1400.6 0.061323 0.196180E+07 0.780223
37 98.0702 0.10197E-01 -865.62 0.037899 749297. 0.780714
38 100.408 0.99594E-02 583.29 0.025538 340224. 0.780938
39 101.277 0.98739E-02 -1611.1 0.070539 0.259578E+07 0.782641
40 101.792 0.98239E-02 -391.85 0.017156 153547. 0.782742
41 109.359 0.91442E-02 -53.552 0.002345 2867.84 0.78274442 112.529 0.88866E-02 253.81 0.011112 64417.4 0.782786
43 112.574 0.88831E-02 -3544.4 0.155180 0.125626E+08 0.791029
44 115.967 0.86232E-02 1849.9 0.080992 0.342207E+07 0.793274
45 117.516 0.85095E-02 1904.0 0.083360 0.362513E+07 0.795653
4 6 11 8. 36 9 0. 84 481 E- 02 4 5 6. 08 0. 01 99 68 208 006 . 0 .7 95 7 90
47 118.513 0.84379E-02 -3489.0 0.152756 0.121731E+08 0.803777
48 119.331 0.83800E-02 -574.72 0.025162 330301. 0.803994
49 119.355 0.83784E-02 -260.10 0.011388 67650.4 0.804038
50 119.450 0.83717E-02 -1508.0 0.066021 0.227392E+07 0.805530
51 120.150 0.83229E-02 -460.13 0.020145 211719. 0.805669
52 120.354 0.83089E-02 173.83 0.007611 30217.3 0.805689
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53 120.685 0.82860E-02 90.078 0.003944 8114.11 0.805695
54 124.024 0.80629E-02 -896.99 0.039272 804599. 0.806222
55 126.639 0.78964E-02 187.42 0.008206 35127.0 0.806246
56 128.263 0.77965E-02 934.98 0.040935 874188. 0.806819
57 129.170 0.77417E-02 4244.4 0.185828 0.180148E+08 0.818640
58 130.061 0.76887E-02 -2733.8 0.119691 0.747356E+07 0.82354459 130.634 0.76550E-02 -4016.0 0.175827 0.161279E+08 0.834126
6 0 13 2. 15 2 0 .7 5 67 0E- 02 9 03 .07 0. 03 9 53 8 815 5 35 . 0 .83 4 66 2
61 135.022 0.74062E-02 2737.0 0.119832 0.749119E+07 0.839577
62 137.414 0.72773E-02 2857.5 0.125109 0.816548E+07 0.844935
63 139.815 0.71523E-02 4820.4 0.211048 0.232363E+08 0.860182
64 140.063 0.71397E-02 -2811.2 0.123081 0.790291E+07 0.865368
65 140.732 0.71057E-02 531.93 0.023289 282951. 0.865553
66 143.375 0.69747E-02 1105.3 0.048391 0.122162E+07 0.866355
67 144.201 0.69348E-02 1214.9 0.053192 0.147602E+07 0.867323
68 147.626 0.67739E-02 -278.90 0.012211 77785.4 0.867374
69 150.921 0.66260E-02 -1931.2 0.084552 0.372951E+07 0.869822
70 156.393 0.63942E-02 -648.76 0.028404 420887. 0.870098
71 157.329 0.63561E-02 2697.5 0.118104 0.727677E+07 0.874873
72 157.897 0.63332E-02 -779.97 0.034149 608346. 0.875272
73 164.785 0.60685E-02 2456.9 0.107569 0.603645E+07 0.879233
74 166.840 0.59938E-02 2542.7 0.111326 0.646546E+07 0.883475
75 171.528 0.58299E-02 2985.5 0.130712 0.891330E+07 0.889324
76 171.759 0.58221E-02 1097.5 0.048049 0.120442E+07 0.890114
77 173.783 0.57543E-02 3187.0 0.139534 0.101570E+08 0.896779
78 174.095 0.57440E-02 1136.7 0.049765 0.129200E+07 0.897627
79 174.763 0.57220E-02 -1976.3 0.086527 0.390583E+07 0.900189
80 175.805 0.56881E-02 1281.7 0.056116 0.164278E+07 0.901267
81 178.570 0.56000E-02 -147.66 0.006465 21803.2 0.901282
82 179.051 0.55850E-02 -5129.8 0.224594 0.263149E+08 0.918549
83 180.273 0.55471E-02 629.85 0.027576 396709. 0.918809
84 183.945 0.54364E-02 306.66 0.013426 94043.2 0.918871
85 185.862 0.53803E-02 1737.7 0.076080 0.301958E+07 0.92085286 186.148 0.53721E-02 -1301.8 0.056994 0.169461E+07 0.921964
87 186.596 0.53592E-02 2940.4 0.128738 0.864607E+07 0.927637
88 190.566 0.52475E-02 -326.18 0.014281 106391. 0.927707
89 190.983 0.52361E-02 2661.0 0.116506 0.708117E+07 0.932354
90 192.970 0.51822E-02 861.47 0.037717 742137. 0.932840
91 193.056 0.51798E-02 946.95 0.041460 896718. 0.933429
92 196.203 0.50968E-02 -188.43 0.008250 35506.8 0.933452
93 196.645 0.50853E-02 1713.2 0.075006 0.293496E+07 0.935378
9 4 19 8. 15 4 0. 504 66 E- 02 - 6 36 1.2 0. 27 85 08 0. 404 6 50 E+ 08 0 .9 619 3 0
95 198.675 0.50333E-02 -3724.8 0.163078 0.138739E+08 0.971034
96 200.854 0.49787E-02 -4603.3 0.201544 0.211908E+08 0.984938
97 209.238 0.47793E-02 -1253.6 0.054883 0.157139E+07 0.985969
98 210.110 0.47594E-02 3014.5 0.131980 0.908703E+07 0.99193299 213.105 0.46925E-02 556.10 0.024347 309253. 0.992135
100 214.860 0.46542E-02 3462.1 0.151580 0.119864E+08 1.00000
SUM OF EFFECTIVE MASSES= 0.152400E+10
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***** PARTICIPATION FACTOR CALCULATION *****ROTZ DIRECTION
CUMULATIVE
M OD E F REQ U ENC Y P ERIO D P ART IC .F AC TO R R ATIO EF F EC TIV E M AS S
MASS FRACTION
1 18.9011 0.52907E-01 3184.7 0.051321 0.101424E+08 0.764081E-03 2 33.3884 0.29951E-01 -27919. 0.449908 0.779465E+09 0.594851E-01
3 38.4931 0.25979E-01 -7179.3 0.115694 0.515428E+08 0.633681E-01
4 41.9105 0.23860E-01 9089.9 0.146482 0.826256E+08 0.695927E-01
5 45.6085 0.21926E-01 1167.4 0.018812 0.136277E+07 0.696954E-01
6 53.3379 0.18748E-01 6532.6 0.105272 0.426750E+08 0.729103E-01
7 56.6204 0.17661E-01 -3330.7 0.053673 0.110935E+08 0.737460E-01
8 59.9561 0.16679E-01 6193.0 0.099799 0.383531E+08 0.766354E-01
9 65.4038 0.15290E-01 -62055. 1.000000 0.385078E+10 0.366734
10 67.9523 0.14716E-01 13007. 0.209604 0.169179E+09 0.379480
11 68.6671 0.14563E-01 -16931. 0.272835 0.286648E+09 0.401074
12 71.6044 0.13966E-01 -19930. 0.321169 0.397206E+09 0.430998
13 73.2662 0.13649E-01 6050.7 0.097506 0.366114E+08 0.433756
14 75.9586 0.13165E-01 3343.9 0.053886 0.111816E+08 0.434598
15 77.2343 0.12948E-01 7214.0 0.116253 0.520424E+08 0.438519
16 82.0886 0.12182E-01 -10268. 0.165474 0.105441E+09 0.446462
17 84.0106 0.11903E-01 -37139. 0.598486 0.137929E+10 0.550372
18 84.8993 0.11779E-01 8141.4 0.131197 0.662822E+08 0.555365
19 86.0879 0.11616E-01 -30225. 0.487068 0.913540E+09 0.624187
20 89.8737 0.11127E-01 -22252. 0.358592 0.495165E+09 0.661490
21 90.8174 0.11011E-01 2943.1 0.047427 0.866162E+07 0.662142
22 91.4093 0.10940E-01 -2133.9 0.034388 0.455363E+07 0.662485
23 91.9488 0.10876E-01 -3912.4 0.063048 0.153068E+08 0.663639
24 92.4565 0.10816E-01 412.94 0.006654 170519. 0.663651
25 92.6021 0.10799E-01 631.29 0.010173 398523. 0.663681
26 92.9297 0.10761E-01 -2298.1 0.037034 0.528135E+07 0.664079
27 92.9897 0.10754E-01 -131.57 0.002120 17311.1 0.664081
28 93.0248 0.10750E-01 -154.91 0.002496 23997.6 0.66408229 93.1141 0.10740E-01 -2256.2 0.036358 0.509044E+07 0.664466
30 93.1980 0.10730E-01 -7848.4 0.126476 0.615979E+08 0.669106
31 93.3715 0.10710E-01 3116.5 0.050222 0.971245E+07 0.669838
32 93.4103 0.10705E-01 6256.3 0.100820 0.391416E+08 0.672787
33 94.2153 0.10614E-01 7120.8 0.114750 0.507055E+08 0.676607
34 94.3454 0.10599E-01 545.00 0.008783 297030. 0.676629
35 95.2417 0.10500E-01 -4454.5 0.071783 0.198424E+08 0.678124
36 96.8822 0.10322E-01 -30201. 0.486691 0.912128E+09 0.746839
37 98.0702 0.10197E-01 3684.1 0.059369 0.135727E+08 0.747862
38 100.408 0.99594E-02 -2759.5 0.044468 0.761464E+07 0.748435
39 101.277 0.98739E-02 36172. 0.582906 0.130842E+10 0.847005
40 101.792 0.98239E-02 -15785. 0.254370 0.249162E+09 0.865776
41 109.359 0.91442E-02 8680.0 0.139876 0.753417E+08 0.87145242 112.529 0.88866E-02 -5468.2 0.088118 0.299008E+08 0.873704
43 112.574 0.88831E-02 -7321.2 0.117980 0.536003E+08 0.877742
44 115.967 0.86232E-02 -13658. 0.220103 0.186552E+09 0.891796
45 117.516 0.85095E-02 4351.4 0.070122 0.189347E+08 0.893223
46 118.369 0.84481E-02 1011.1 0.016294 0.102235E+07 0.893300
47 118.513 0.84379E-02 1109.5 0.017880 0.123101E+07 0.893392
48 119.331 0.83800E-02 181.90 0.002931 33086.2 0.893395
49 119.355 0.83784E-02 -52.423 0.000845 2748.19 0.893395
50 119.450 0.83717E-02 304.96 0.004914 92998.9 0.893402
51 120.150 0.83229E-02 -5597.0 0.090194 0.313260E+08 0.895762
52 120.354 0.83089E-02 2819.1 0.045429 0.794734E+07 0.896361
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53 120.685 0.82860E-02 -1587.4 0.025581 0.251981E+07 0.896551
54 124.024 0.80629E-02 -2091.5 0.033704 0.437431E+07 0.896880
55 126.639 0.78964E-02 -1357.0 0.021868 0.184155E+07 0.897019
56 128.263 0.77965E-02 5278.2 0.085057 0.278594E+08 0.899118
57 129.170 0.77417E-02 6917.5 0.111474 0.478515E+08 0.902722
58 130.061 0.76887E-02 2096.8 0.033790 0.439660E+07 0.90305459 130.634 0.76550E-02 -1460.9 0.023542 0.213424E+07 0.903214
60 132.152 0.75670E-02 2822.9 0.045491 0.796904E+07 0.903815
61 135.022 0.74062E-02 8771.8 0.141356 0.769447E+08 0.909611
62 137.414 0.72773E-02 2309.5 0.037217 0.533380E+07 0.910013
63 139.815 0.71523E-02 -2470.2 0.039807 0.610194E+07 0.910473
64 140.063 0.71397E-02 -2239.4 0.036087 0.501489E+07 0.910851
65 140.732 0.71057E-02 -11032. 0.177779 0.121705E+09 0.920019
66 143.375 0.69747E-02 -2834.6 0.045678 0.803473E+07 0.920625
67 144.201 0.69348E-02 -1457.8 0.023492 0.212523E+07 0.920785
68 147.626 0.67739E-02 -2747.9 0.044282 0.755083E+07 0.921354
69 150.921 0.66260E-02 3080.2 0.049637 0.948780E+07 0.922068
70 156.393 0.63942E-02 4036.8 0.065053 0.162961E+08 0.923296
71 157.329 0.63561E-02 -5581.1 0.089938 0.311482E+08 0.925643
72 157.897 0.63332E-02 -16098. 0.259409 0.259132E+09 0.945164
73 164.785 0.60685E-02 -1404.8 0.022639 0.197356E+07 0.945313
74 166.840 0.59938E-02 4721.9 0.076093 0.222967E+08 0.946993
75 171.528 0.58299E-02 2164.6 0.034882 0.468549E+07 0.947346
76 171.759 0.58221E-02 2470.5 0.039812 0.610348E+07 0.947806
77 173.783 0.57543E-02 4124.3 0.066462 0.170097E+08 0.949087
78 174.095 0.57440E-02 -1143.8 0.018432 0.130832E+07 0.949186
79 174.763 0.57220E-02 -4125.1 0.066476 0.170166E+08 0.950468
80 175.805 0.56881E-02 -8127.4 0.130972 0.660548E+08 0.955444
81 178.570 0.56000E-02 717.68 0.011565 515070. 0.955483
82 179.051 0.55850E-02 10099. 0.162742 0.101988E+09 0.963166
83 180.273 0.55471E-02 3976.6 0.064083 0.158137E+08 0.964357
84 183.945 0.54364E-02 2826.0 0.045541 0.798645E+07 0.964959
85 185.862 0.53803E-02 197.48 0.003182 38997.5 0.96496286 186.148 0.53721E-02 6509.3 0.104897 0.423714E+08 0.968154
87 186.596 0.53592E-02 -896.08 0.014440 802960. 0.968214
88 190.566 0.52475E-02 7927.9 0.127757 0.628519E+08 0.972949
89 190.983 0.52361E-02 -1790.7 0.028857 0.320664E+07 0.973191
90 192.970 0.51822E-02 -4224.9 0.068083 0.178496E+08 0.974536
91 193.056 0.51798E-02 -7133.5 0.114955 0.508866E+08 0.978369
92 196.203 0.50968E-02 3632.8 0.058541 0.131969E+08 0.979363
93 196.645 0.50853E-02 2141.8 0.034515 0.458738E+07 0.979709
94 198.154 0.50466E-02 2277.7 0.036704 0.518769E+07 0.980100
95 198.675 0.50333E-02 -1490.2 0.024015 0.222074E+07 0.980267
96 200.854 0.49787E-02 -11146. 0.179620 0.124239E+09 0.989627
97 209.238 0.47793E-02 -5239.2 0.084428 0.274490E+08 0.991694
98 210.110 0.47594E-02 7920.5 0.127638 0.627350E+08 0.99642199 213.105 0.46925E-02 1359.3 0.021904 0.184759E+07 0.996560
100 214.860 0.46542E-02 6757.6 0.108898 0.456655E+08 1.00000
SUM OF EFFECTIVE MASSES= 0.13274
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제 3 절 지진응답해석
1. 설계 지진하중
앞서 제2장 4절 지진하중에 대해서 언급하였듯이, NTD1 회전팔은 수조덮개에 설
치되어 있으므로, 원자로 수조 상부(EL. 85.55)의 층응답스펙트럼(FRS, floor response
spectrum)을 설계지진 응답스펙트럼으로 사용하였다. 그림 1에 세 방향의 층응답 스펙
트럼이 나타나 있다.
2. 지진응답해석 결과
먼저 하나로 수조덮개에 대한 ANSYS 구조해석 모델을 작성하고, 이에 대한 구조
물의 동특성을 분석한 뒤에 내진범주 I에 따라 설계 지진하중, SSE 층응답스펙트럼에
대하여 지진응답해석을 수행하였다. 고차모드의 영향을 충분히 고려하기 위하여 모드
100개를 사용하였으며, 모드에 대한 응답은 SRSS법으로 조합하여 지진응답을 구하였
다. 보요소로 구성된 하나로 수조덮개에 발생되는 최대 부재력을 자중, SSE 지진하중
에 대하여 ANSYS 구조해석 프로그램으로 각각 구하였고, 최대응력은 ASME Sec. III
NF에 따라 계산하였다. 하나로 수조덮개와 회전팔은 주변 구조물과의 간섭이 없으므
로 구조적으로 변위 제한조건은 없다. 하나로 수조덮개 모델 입력자료, 정적 해석, 모
드 해석 및 지진응답해석에 사용된 ANSYS 입력 자료는 부록 I에 수록하였다. 하중조합은 자중(DWT)과 지진하중(SSE)의 조합에 따라 다음과 같이 두 가지의 조건으로 분
류되었다.
- Design Condition 및 Service Level A : Dead Weight(DWT)
- Service Level D : DWT + SSE
하나로 수조덮개의 각 운전조건에 대한 응력평가는ASME SEC. III, Component
Supports (NF)의 Table NF-3523(b)-1에 기반을 두고 응력 평가를 수행하였다. 운전조
건 D에 대한 허용응력들은 설계조건 및 운전조건A의 허용응력에 해당되는 응력지수
를 곱한 값을 사용한다. 각 운전조건에 따른 응력지수들은 다음과 같다.
Design and Level A Level D
Ks 1.0 Appendix F
Km 1.0 Appendix F
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하나로 수조덮개의 보(beam) 구조물에 대한 평가는 ASME Sec. III, NF-3322,
"Design Requirements for Structural Steel Members"[3]에 준하였다. 운전조건 D에 대
해서는 다음과 같은 응력 제한값을 사용하였다.[4]
S = (Stress Limit of Level A) x Min(2, 1.167Su/Sy) if Su > 1.2Sy,
or 1.4 (if Su < 1.2Sy) for Linear Type Component Supports,
- Stresses in Tension, S= Min(1.2Sy, 0.7Su)
- Stresses in Shear, S= Min(0.72Sy, 0.42Su)
- Combined Axial Tension and Bending (fa/Fa) +(fbx/Fbx) + (fby/Fby) < 1.0,
Fa = Min(1.2Sy, 0.7Su).
Fb = fSy
f : plastic shape factor of cross section
표 6 부재의 단면에 따른 소성형상계수
부재이름 SFy SFz 부재이름 SFy SFz 부재이름 SFy SFz
RMAIN 1.150 1.150 FLEND3 1.500 1.500 HINGEAC 1.500 1.500
LMAIN 1.150 1.150 REND1 1.500 1.500 HINGEBB 1.500 1.500
MSIDE 1.000 1.000 REND2 1.500 1.500 HINGECC 1.500 1.500
RSIDE 1.000 1.000 EXRAIL 1.150 1.150 HSTOPPER 1.000 1.000
LSIDE 1.000 1.000 PANEL 1.279 1.202 HSTRGD 1.500 1.500
ANCHOR 1.000 1.000 WSOLID 1.500 1.500 PSTOPPER 1.500 1.500
SBEAM 1.150 1.150 WHEEL 1.500 1.500 ESTOPPER 1.500 1.500
AFRAME 2.211 2.032 WHRGD 1.500 1.500 STOPPIN 1.698 1.698
FREND1 1.500 1.500 STOPPER 1.500 1.500 ANPLATE 1.500 1.500
FREND2 1.500 1.500 STRGD 1.500 1.500 LOCKRGD 1.500 1.500
FREND3 1.500 1.500 HABBM 1.698 1.698 LOCKSID1 1.500 1.500
FLEND1 1.500 1.500 HACBM 1.698 1.698 LOCKSID2 1.500 1.500
FLEND2 1.500 1.500 HINGEAB 1.500 1.500 ARM3 1.500 1500
ARM1 1.698 1.698 ARM2 1.500 1.500
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운전조건 D에서 굽힘응력에 대한 허용응력의 계산에 필요한 소성형상계수(Plastic
Shape Factor)는 ASME Sec. III, Div 1, Appendix A[4]에 따라 표 6에 정리하였다. 단
단면이 복잡한 부재의 소성형상계수는 최소값인 1로 취한다.
따라서 건전성 평가방법은 정적해석과 지진응답해석으로부터 구한 부재력을 부재의 단면적에 의해 응력강도(stress intensity)로서 나타내고, 이를 아래의 식과 같이 절
대합으로 조합하여 허용응력과 비교 평가한다.
( 1 ) f t =F x A
( 2 ) f v =F y A
+F z A
+M x × r
J
( 3 ) f b =M y × c z
I y y +
M z × c y
I z z
여기서 f t , f v , f b : 각각은 인장, 전단, 및 굽힘응력
x, y, z : 부재단면의 축을 나타내며, x는 부재의 축 방향
Iyy, Izz, J : 단면 2차 모멘트이며, J는 극관성모멘트
cy, cz : 각 중립축으로부터 단면의 끝까지의 최대거리
슬라이딩 판넬이 펴진 경우(CASE I)와 슬라이딩 판넬이 접힌 경우(CASE II)의 수
조덮개 보(beam) 구조물에 대한 지진응답해석 결과들이 각각 표 7에서부터 표 21까지
에 나타나 있다. 이들 표에서는 모델 CASE I과 CASE II의 보요소에 대한 최대 인장,
전단 및 휨 응력을 각 부재에 대하여 구한 후, 조합응력을 산정하여 허용응력과의 응력비를 구하여 제시되어 있다. 또한 허용응력 Fa, Fv, Fb는 제 2장 3절의 재료 및 물
성에서 제시한 값(표 1)을 이용해서 구한 후, 운전 조건과 각 부재의 단면형상에 따라
정의한 소성지수를 적용하여 표 7에서 표 22까지 동시에 나타내었다.
표 7에서 수조덮개 상태 CASE I와 CASE II의 남쪽 단부(FREND 1/2/3, FLEND
1/2/3)의 결과만 살펴보면, 최대 응력비가 운전조건 A에서 각각 0.767과 0.189, 운전조
건 D에서 각각 0.466과 0.103를 보여주고 있다. 여기서 운전조건 A에서의 조합응력비
가 가장 큰 것은 활하중을 포함한 자중의 영향이고, 운전조건 D에서는 SSE 지진하중
의 적용으로 해석값이 크게 나왔으나, 단면형상의 소성지수의 적용으로 허용응력 값이
커짐에 따라 응력비가 상대적으로 작아지는 것을 알 수 있었다. 나머지 부재인 경우에
서도 같은 경향을 보여주고 있다. 따라서 표 7에서부터 표 21까지에 보여준 최대 응력
과 허용응력 결과에 따르면 수조덮개의 모든 부재에서 조합응력비가 모두 1.0 보다 작
아 구조적으로 건전함을 알 수 있었다.
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표 7-1 Maximum Stress and Stress Ratio of Main Frame
for Design and Level A Condition
ComponentsStress(MPa)
MaterialsAllowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
RMAINLMAIN
Case I 1.66 < 2.26 < 22.80 <
S.S. 304 124.1 82.7 136.5
Case II 0.39 < 0.72 < 4.57 <
FREND1/2FLEND1/2
Case I 0.91 < 4.36 < 96.49 <
Case II 0.22 < 1.08 < 23.80 <
FREND3FLEND3
Case I 0.30 < 0.70 < 12.78 <
Case II 0.07 < 1.04 < 3.13 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
RMAIN
LMAIN
Case I 0.0134 0.0273 0.1670 0.2077
Case II 0.0032 0.0087 0.0335 0.0453
FREND1/2FLEND1/2
Case I 0.0073 0.0528 0.7069 0.7669
Case II 0.0018 0.0130 0.1744 0.1892
FREND3FLEND3
Case I 0.0024 0.0084 0.0936 0.1045
Case II 0.0006 0.0125 0.0229 0.0360
표 7-2 Maximum Stress and Stress Ratio of Main Frame
for Level D Condition
ComponentsStress(MPa)
MaterialsAllowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
RMAINLMAIN
Case I 2.35 < 3.37 < 32.80 <
S.S. 304 248.2 148.9
237.8Case II 0.49 < 0.99 < 6.56 <
310.2
FREND1/2FLEND1/2
Case I 1.25 < 6.24 < 130.04 <
Case II 0.28 < 1.37 < 28.81 <
FREND3FLEND3
Case I 0.41 < 0.92 < 17.21 <
Case II 0.09 < 1.08 < 3.82 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined StressRMAINLMAIN
Case I 0.0095 0.0226 0.1379 0.1700
Case II 0.0020 0.0066 0.0276 0.0362
FREND1/2FLEND1/2
Case I 0.0050 0.0419 0.4192 0.4661
Case II 0.0011 0.0092 0.0929 0.1032
FREND3FLEND3
Case I 0.0017 0.0062 0.0555 0.0633
Case II 0.0004 0.0072 0.0123 0.0199
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표 8-1 Maximum Stress and Stress Ratio of Main Frame(North End)
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
REND1
REND2
Case I 0.30 < 0.70 < 12.78 <S.S. 304 124.1 82.7 136.5
Case II 0.39 < 0.73 < 9.57 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
REND1
REND2
Case I 0.0131 0.0200 0.2891 0.3221
Case II 0.0031 0.0088 0.0701 0.0820
표 8-2 Maximum Stress and Stress Ratio of Main Frame(North End)
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
REND1
REND2
Case I 2.38 < 2.43 < 53.29 <S.S. 304 248.2 148.9 310.2
Case I I 0.49 < 1.14 < 12.86 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
REND1
REND2
Case I 0.0096 0.0163 0.1718 0.1977
Case II 0.0020 0.0076 0.0415 0.0511
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표 9-1 Maximum Stress and Stress Ratio of Anchor Plate(North End)
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
ANPLATECase I 0.04 < 0.33 < 15.90 <
S.S. 304 124.1 82.7 136.5Case II 0.00 < 0.00 < 0.05 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
ANPLATECase I 0.0003 0.0040 0.1165 0.1208
Case II 0.0000 0.0000 0.0004 0.0004
표 9-2 Maximum Stress and Stress Ratio of Anchor Plate(North End)
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
ANPLATECase I 0.37 < 0.55 < 21.77 <
S.S. 304 248.2 148.9 310.2Case II 0.01 < 0.04 < 0.39 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
ANPLATECase I 0.0015 0.0037 0.0702 0.0753
Case II 0.0000 0.0003 0.0013 0.0016
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표 10-1 Maximum Stress and Stress Ratio of Extended Rail
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
EXRAILCase I 0.00 < 1.75 < 21.29 <
S.S. 304 124.1 82.7 136.5Case II 0.21 < 0.67 < 6.51 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
EXRAILCase I 0.0000 0.0211 0.1560 0.1771
Case II 0.0017 0.0081 0.0477 0.0575
표 10-2 Maximum Stress and Stress Ratio of Extended Rail
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
EXRAILCase I 1.34 < 4.22 < 35.27 <
S.S. 304 248.2 148.9 237.8Case II 0.48 < 1.15 < 9.07 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
EXRAILCase I 0.0054 0.0283 0.1483 0.1820
Case II 0.0019 0.0077 0.0381 0.0478
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표 11-1 Maximum Stress and Stress Ratio of Arc Frame
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
RSIDELSIDE
Case I 0.17 < 3.96 < 5.04 <
S.S. 304 124.1 82.7 136.5Case II 0.01 < 0.81 < 0.93 <
MSIDECase I 0.16 < 1.52 < 12.05 <
Case II 0.01 < 0.34 < 2.76 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
RSIDELSIDE
Case I 0.0014 0.0478 0.0369 0.0861
Case II 0.0001 0.0099 0.0068 0.0168
MSIDECase I 0.0013 0.0183 0.0882 0.1079
Case II 0.0001 0.0041 0.0202 0.0244
표 11-2 Maximum Stress and Stress Ratio of Arc Frame
for Level D Condition
ComponentsStress(MPa)
MaterialsAllowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
RSIDELSIDE
Case I 1.70 < 5.81 < 22.82 <
S.S. 304 248.2 148.9 206.8Case II 0.35 < 1.32 < 2.85 <
MSIDECase I 1.62 < 2.56 < 36.29 <
Case II 0.34 < 0.57 < 5.23 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
RSIDE
LSIDE
Case I 0.0068 0.0390 0.1103 0.1562
Case II 0.0014 0.0089 0.0138 0.0241
MSIDECase I 0.0065 0.0172 0.1755 0.1992
Case II 0.0014 0.0038 0.0253 0.0305
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표 12-1 Maximum Stress and Stress Ratio of Anchor Plate(Arc Frame)
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
ANCHORCase I 0.08 < 0.96 < 8.46 <
S.S. 304 124.1 82.7 136.5Case II 0.00 < 0.19 < 1.81 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
ANCHORCase I 0.0006 0.0116 0.0620 0.0742
Case II 0.0000 0.0023 0.0133 0.0156
표 12-2 Maximum Stress and Stress Ratio of Anchor Plate(Arc Frame)
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
ANCHORCase I 0.79 < 4.97 < 49.71 <
S.S. 304 248.2 148.9 206.8
Case II 0.23 < 0.84 < 5.53 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
ANCHORCase I 0.0032 0.0334 0.2404 0.2769
Case II 0.0009 0.0056 0.0268 0.0333
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표 13-1 Maximum Stress and Stress Ratio of Aux. Frame
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
SBEAMCase I 0.07 < 1.10 < 11.07 <
S.S. 304 124.1 82.7 136.5Case II 0.13 < 0.38 < 1.98 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
SBEAMCase I 0.0006 0.0133 0.0811 0.0949
Case II 0.0010 0.0046 0.0145 0.0202
표 13-2 Maximum Stress and Stress Ratio of Aux. Frame
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
SBEAMCase I 1.14 < 2.00 < 24.25 <
S.S. 304 248.2 148.9 237.8
Case II 0.13 < 0.38 < 1.98 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
SBEAMCase I 0.0046 0.0135 0.1020 0.1200
Case II 0.0016 0.0034 0.0196 0.0245
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표 14-1 Maximum Stress and Stress Ratio of Angle Frame
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
AFRAMECase I 0.01 < 0.00 < 16.27 <
S.S. 304 124.1 82.7 136.5Case II 0.00 < 0.00 < 4.36 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
AFRAMECase I 0.0001 0.0000 0.1192 0.1193
Case II 0.0000 0.0000 0.0320 0.0320
표 14-2 Maximum Stress and Stress Ratio of Angle Frame
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
AFRAMECase I 0.04 < 0.01 < 30.30 <
S.S. 304 248.2 148.9 420.2Case II 0.00 < 0.00 < 0.00 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
AFRAMECase I 0.0002 0.0000 0.0721 0.0723
Case II 0.0000 0.0000 0.0197 0.0198
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표 15-1 Maximum Stress and Stress Ratio of Sliding Panel
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
PANELCase I 0.44 < 4.54 < 14.52 <
S.S. 304 124.1 82.7 136.5Case II 1.70 < 2.06 < 15.61 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
PANELCase I 0.0035 0.0548 0.1064 0.1647
Case II 0.0137 0.0249 0.1144 0.1529
표 15-2 Maximum Stress and Stress Ratio of Sliding Panel
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
PANELCase I 0.04 < 0.01 < 30.30 <
S.S. 304 248.2 148.9 248.5
Case I I 3.31 < 5.29 < 31.48 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
PANELCase I 0.0141 0.0510 0.1292 0.1943
Case II 0.0134 0.0355 0.1267 0.1756
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표 16-1 Maximum Stress and Stress Ratio of Sliding Panel Wheel
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
WHEELCase I 0.03 < 0.11 < 2.09 <
S.S. 304 124.1 82.7 136.5Case II 0.00 < 0.09 < 0.00 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
WHEELCase I 0.0003 0.0014 0.0153 0.0170
Case II 0.0000 0.0011 0.0000 0.0011
표 16-2 Maximum Stress and Stress Ratio of Sliding Panel Wheel
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
WHEELCase I 0.36 < 0.26 < 4.97 <
S.S. 304 248.2 148.9 310.2Case II 0.40 < 0.20 < 2.20 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
WHEELCase I 0.0015 0.0017 0.0160 0.0192
Case II 0.0016 0.0014 0.0071 0.0101
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표 17-1 Maximum Stress and Stress Ratio of Sliding Panel Wheel Shaft
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
WSOLIDCase I 4.65 < 5.03 < 3.07 <
S.S. 304 124.1 82.7 136.5Case II 1.36 < 2.53 < 17.22 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
WSOLIDCase I 0.0374 0.0608 0.0225 0.1207
Case II 0.0109 0.0305 0.1262 0.1676
표 17-2 Maximum Stress and Stress Ratio of Sliding Panel Wheel Shaft
for Level D Condition
ComponentsStress(MPa)
MaterialsAllowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
WSOLIDCase I 6.45 < 7.40 < 35.26 <
S.S. 304 248.2 148.9 351.1Case II 2.10 < 5.38 < 53.35 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
WSOLIDCase I 0.0260 0.0497 0.1004 0.1761
Case II 0.0085 0.0361 0.1519 0.1965
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표 18-1 Maximum Stress and Stress Ratio of Locking Pad
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
PSTOPPERCase I 0.00 < 0.00 < 0.00 <
S.S. 304 124.1 82.7 136.5Case II 0.00 < 0.00 < 0.00 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
PSTOPPERCase I 0.0000 0.0000 0.0000 0.0000
Case II 0.0000 0.0000 0.0000 0.0000
표 18-2 Maximum Stress and Stress Ratio of Locking Pad
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
PSTOPPERCase I 0.41 < 7.44 < 62.14 <
S.S. 304 248.2 148.9 310.2Case II 0.00 < 0.00 < 0.00 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
PSTOPPERCase I 0.0017 0.0500 0.2003 0.2520
Case II 0.0000 0.0000 0.0000 0.0000
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표 19-1 Maximum Stress and Stress Ratio of Locking Bolt Plate
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
ESTOPPERCase I 0.00 < 0.00 < 0.00 <
S.S. 304 124.1 82.7 136.5Case II 1.10 < 1.15 < 20.93 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
ESTOPPERCase I 0.0000 0.0000 0.0000 0.0000
Case II 0.0089 0.0140 0.1533 0.1762
표 19-2 Maximum Stress and Stress Ratio of Locking Bolt Plate
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
ESTOPPERCase I 0.00 < 0.00 < 0.00 <
S.S. 304 248.2 148.9 310.2
Case II 1.58 < 2.39 < 31.85 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
ESTOPPERCase I 0.0000 0.0000 0.0000 0.0000
Case II 0.0064 0.0160 0.1027 0.1251
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표 20-1 Maximum Stress and Stress Ratio of Hinge Stopper
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
HSTOPPER
HSTRGD
Case I 0.01 < 0.00 < 0.00 <S.S. 304 124.1 82.7 136.5
Case II 0.25 < 0.66 < 12.42 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
HSTOPPER
HSTRGD
Case I 0.0000 0.0000 0.0000 0.0000
Case II 0.0020 0.0080 0.0910 0.1011
표 20-2 Maximum Stress and Stress Ratio of Hinge Stopper
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
HSTOPPER
HSTRGD
Case I 0.02 < 0.02 < 2.88 <
S.S. 304 248.2 148.9 206.8Case II 0.25 < 0.66 < 12.42 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
HSTOPPER
HSTRGD
Case I 0.0001 0.0002 0.0139 0.0141
Case II 0.0082 0.0301 0.5344 0.5727
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표 21-1 Maximum Stress and Stress Ratio of SP Hinge
for Design and Level A Condition
ComponentsStress(MPa)
MaterialsAllowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
HINGEAB
HINGEAC
HINGEBB
HINGECC
Case I 0.23 < 0.23 < 2.04 <
S.S. 304 124.1 82.7 136.5
Case II 0.08 < 0.27 < 1.73 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
HINGEAB
HINGEAC
HINGEBB
HINGECC
Case I 0.0018 0.0028 0.0149 0.0196
Case II 0.0006 0.0033 0.0127 0.0166
표 21-2 Maximum Stress and Stress Ratio of SP Hinge
for Level D Condition
ComponentsStress(MPa)
MaterialsAllowable Values(MPa)
Tensile
Stress
Shear
Stress
Bending
Stress
Tensile
Stress
Shear
Stress
Bending
StressHINGEAB
HINGEAC
HINGEBB
HINGECC
Case I 2.03 < 0.80 < 7.68 <
S.S. 304 248.2 148.9 237.8
Case II 1.15 < 0.96 < 4.92 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
HINGEAB
HINGEAC
HINGEBB
HINGECC
Case I 0.0082 0.0054 0.0323 0.0459
Case II 0.0046 0.0065 0.0207 0.0318
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표 22-1 Maximum Stress and Stress Ratio of Rotating Arm
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
NTD1회전팔
(SP-B)
Case I
Arm1 0.00 < 1.14 < 65.38 <
S.S. 304 124.1 82.7 136.5
Arm2 0.00 < 0.32 < 7.66 <
Arm3 0.00 < 0.87 < 6.82 <
C ase II
Arm1 0.01 < 0.03 < 1.18 <
Arm2 0.00 < 0.01 < 0.28 <
Arm3 0.00 < 0.00 < 0.03 <
NTD1
회전팔(PCA-A)
Case I
Arm1 0.00 < 0.65 < 57.01 <
Arm2 0.00 < 0.32 < 16.54 <
Arm3 0.00 < 0.88 < 21.75 <
C ase II
Arm1 0.00 < 0.03 < 1.29 <
Arm2 0.00 < 0.01 < 0.28 <
Arm3 0.00 < 0.01 < 0.27 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
NTD1회전팔
(SP-B)
Case I
Arm1 0.0000 0.0138 0.4790 0.4928
Arm2 0.0000 0.0038 0.0561 0.0600
Arm3 0.0000 0.0106 0.0499 0.0605
C ase II
Arm1 0.0001 0.0003 0.0086 0.0090
Arm2 0.0000 0.0001 0.0021 0.0022
Arm3 0.0000 0.0000 0.0002 0.0003
NTD1회전팔
(PCA-A)
Case I
Arm1 0.0000 0.0079 0.4177 0.4255
Arm2 0.0000 0.0039 0.1212 0.1251
Arm3 0.0000 0.0106 0.1594 0.1700
C ase II
Arm1 0.0000 0.0003 0.0094 0.0098
Arm2 0.0000 0.0001 0.0021 0.0022
Arm3 0.0000 0.0001 0.0020 0.0021
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표 22-2 Maximum Stress and Stress Ratio of Rotating Arm
for Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
NTD1회전팔
(SP-B)
Case I
Arm1 0.57 < 2.49 < 143.54 <
S.S. 304 248.2 148.9
351.1
Arm2 0.16 < 0.07 < 16.83 <310.2
Arm3 0.44 < 1.93 < 15.00 <
C ase II
Arm1 0.03 < 0.08 < 3.30 < 351.1
Arm2 0.00 < 0.02 < 0.42 <310.2
Arm3 0.01 < 0.01 < 0.09 <
NTD1
회전팔(PCA-A)
Case I
Arm1 0.38 < 3.00 < 265.83 < 351.1
Arm2 0.19 < 1.50 < 77.17 <310.2
Arm3 0.51 < 4.14 < 101.71 <
C ase II
Arm1 0.01 < 0.07 < 4.07 < 351.1
Arm2 0.01 < 0.03 < 0.76 <310.2
Arm3 0.01 < 0.05 < 0.95 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
NTD1회전팔
(SP-B)
Case I
Arm1 0.0023 0.0167 0.4088 0.4279
Arm2 0.0007 0.0047 0.0543 0.0596
Arm3 0.0018 0.0129 0.0484 0.0631
C ase II
Arm1 0.0001 0.0005 0.0094 0.0101
Arm2 0.0000 0.0001 0.0013 0.0015
Arm3 0.0000 0.0001 0.0003 0.0004
NTD1회전팔
(PCA-A)
Case I
Arm1 0.0015 0.0201 0.7571 0.7788
Arm2 0.0008 0.0101 0.2488 0.2596
Arm3 0.0021 0.0278 0.3279 0.3578
C ase II
Arm1 0.0001 0.0005 0.0116 0.0121
Arm2 0.0000 0.0002 0.0024 0.0027
Arm3 0.0000 0.0004 0.0031 0.0034
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3. 피로 손상 평
하나로 수조덮개 설계에서 설계수명 동안 SSE 지진하중이 5회 발생하는 것을 고려
하였다. SSE 지진하중에 대하여 피로 평가를 위한 반복 응력횟수는 SSE에서 200회로하였다. 이에 대한 피로손상평가를 수행하기 위하여ASME, Sec. III, Appendix Fig.
I-9.2.1 에서 정의한 피로설계곡선[4]을 사용하였다.
앞의 결과로부터 운전조건 D에 대한 수조덮개에서 발생된 교번응력강도는 표 22-2
에서 보여준 바와 같이 슬라이딩 판넬이 펴진 상태(CASE I)의 경우에서 발생하였고,
PCA-A에 신규 설치된 NTD1 회전팔에서 다음과 같이 나타났다.
Smax.sse = 265.8 MPa
보수적인 평가를 수행하기 위하여 응력집중계수, 3.0 값을 사용하였으며, 응력집중
계수를 곱하여 얻은 응력 크기는 다음과 같다.
Smax.sse = 265.8 MPa × 3.0 = 797.5 MPa
위의 797.5 MPa에 해당되는 허용횟수(N)는 850 이고, SSE 지진하중에 대하여 피로
평가를 위한 반복 응력횟수는 200회이므로, 피로누적계수는 0.235 (=200/850)로 계산되
는데, 이 값은 1.0 보다 작아 피로로 인한 구조적 손상은 없는 것으로 평가된다.
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4. 앵커볼트와 콘크리트의 구조건전성 평
1) 앵커볼트의 구조건전성 평가
수조덮개의 PCA-A/B 호부재에는 6개의 앵커볼트(M24)가 설치되며, 연장레일에 24
개의 앵커볼트(M10)가 설치되어 수조덮개와 연장레일을 지지한다. 이들 앵커볼트는 재
질이 A193으로서 ASME Sec. III NF[3]와 Appendix F[4]의 요건에 따라 만족되어야
한다. ASME Sec. III NF와 Appendix F의 볼트 지지구조물의 요건을 아래에 정리하였
다. 앵커볼트에 발생하는 하중을 ASME 운전조건과 수조덮개의 상태에 따라 표 23에
나타내었으며, ASME Code 요건에 따른 허용응력과 발생 최대응력 및 조합응력비를
나타내었다.
Level A
인장응력:
전단응력:
조합응력:
≤
Level D인장응력:
전단응력:
조합응력:
≤
표 23에 보인 것과 같이 PCA-A/PCA-B 호부재 및 연장레일에 설치되는 앵커볼트
는 ASME의 요건을 만족하고 있어 구조적으로 건전한 것으로 판단된다.
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표 23 Maximum Stress and Stress Ratio of Anchor Bolts
Name Case ConditionStress(MPa)
MaterialAllowable Stress(MPa)
Tensile Shear Bending Tensile Shear Bending
Anchor
B olt at
PCA-A,
PCA-B
I
Level A 48.4 < 23.2 <
N/A A193
207.0 85.4
N/A
Level D 65.0 < 33.4 < 344.7 206.8
IILevel A 11.8 < 5.5 < 207.0 85.4
Level D 14.2 < 7.3 < 344.7 206.8
Anchor
B olt at
Extended
Rail
ILevel A 31.5 < 81.2 < 207.0 85.4
Level D 43.3 < 99.0 < 344.7 206.8
IILevel A 3.92 < 5.41 < 207.0 85.4
Level D 4.6 < 8.1 < 344.7 206.8
Name Case ConditionStress Ratio
Tensile Stress Shear Stress Bending Stress Combination
Anchor B olt at
PCA-A,
PCA-B
IL evel A 0.2338 0.2717
N/A
0.1285
L evel D 0.1886 0.1615 0.0616
IIL evel A 0.0570 0.0644 0.0074
L evel D 0.0412 0.0353 0.0029
Anch or
B olt at
Extended
Rail
IL evel A 0.1522 0.9508 0.9272
L evel D 0.1256 0.4787 0.2450
IIL evel A 0.0189 0.0633 0.0044
L evel D 0.0133 0.0392 0.0017
2) 콘크리트의 구조건전성 평가
앵커볼트가 묻히는 콘크리트에 대한 구조적 건전성 평가는 앵커볼트의 끝단으로부
터 45°를 이루며 형성된 그림 75-(a)에 보여준 stress cone의 유효투영단면적으로 그림
75-(b)와 같으며 균일 인장응력을 산정하여 수행한다.
σu s = 4 × Φ × f c '
여기서 균일인장응력
강도감소계수 의경우
′ 설계기준강도 의경우
σu s = 4× 0.85× 350
= 63.60 k g /c m 2
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유효투영단면적(Aeff)은 PCA-A/PCA-B 호부재의 앵커볼트에 대하여 그림 75-(b)와
같이 구하고, 연장레일의 앵커볼트는 그림 75-(c)와 75-(d)에 나타낸 바와 같이 단면
A1, A2, A3, A4의 합으로 구할 수 있다. 계산의 간편화 및 보수적인 평가를 위하여
연장레일의 유효투영단면적은 그림 75-(e)와 같이 A1, A2, A3의 합으로 취하였다.
A ef f | A rc = π ×180 2
= 101787.6 m m 2
= 1017.9 c m 2
A e ff | R a i l = A 1 + A 2 + A 3
=π × 100 2
2+ ( 100 × 2× 100 2 - 50 2 ) +
π × 100 2
2 m m 2
= 487.4 c m 2
따라서 앵커볼트가 형성하는 콘크리트 부분의 유효단면적이 지지할 수 있는 허용
인장력은 다음과 같다.
T c A rc | m ax = A ef f | A r c × σu s
= 1017.9× 63.60= 64738.4 k g = 634.4 K N > 2 8. 7 K N ( M ax im un U p l i f t F o r c e f o r S S E )
T c R a i l | m ax = A e ff | R a i l × σu s
= 514.2× 63.60= 32703.1 k g = 320.5 K N > 8 .2 K N ( M axim un U p l i f t F o r c e f o r S S E )
위의 결과로부터 앵커볼트를 지지하는 콘크리트의 uplift force는 콘크리트의 허용
인장력보다 작아 구조적으로 건전함을 알 수 있다.
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5. 슬라이딩 판넬 힌지의 구조건전성 평
수조덮개의 슬라이딩 판넬은 3 부분(SP-A, SP-B, SP-C)으로 구성되어 있으며, 이들
은 힌지(S.S.304)로 연결된다. 자중에 대한 정적해석 결과와 SSE에 대한 지진해석 결과하중을 이용하여 ASME Sec. III, NF와 Appendix F의 요건을 만족하는지를 평가하였
다.
ASME Sec. III NF와 Appendix F의 볼트 지지구조물의 요건을 아래에 정리하였으
며, 힌지에 발생하는 응력과 허용응력, 응력비를 표 24에 나타내었다.
Level A
인장응력:
전단응력:
굽힘응력:
조합응력:
≤
Level D
인장응력:
전단응력:
굽힘응력: ×
여기서 f : {}Plastic Shape Factor for the Cross Section
조합응력:
≤
표 24에서 각각의 슬라이딩 판넬을 연결하는 힌지는 ASME의 요건을 만족하고 있
어 구조적으로 건전한 것으로 판단된다.
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표 24 Maximum Stress and Stress Ratio of Sliding Panel Hinge
Name Case ConditionStress(MPa)
MaterialAllowable Stress(MPa)
Tensile Shear Bending Tensile Shear Bending
Hinge atSliding
P anel A
I
Level A 0.11 < 0.13 < 0.87 <
S.S. 3 04
124.1 82.7 136.5
Level D 1.13 < 0.33 < 4.87 < 248.2 148.9 237.8
IILevel A 0.03 < 0.21 < 0.54 < 124.1 82.7 136.5
Level D 0.09 < 0.72 < 3.73 < 248.2 148.9 237.8
Hinge at
Sliding
P anel B
ILevel A 0.21 < 0.03 < 1.30 < 124.1 82.7 136.5
Level D 0.96 < 0.84 < 7.10 < 248.2 148.9 237.8
IILevel A 0.05 < 0.15 < 1.40 < 124.1 82.7 136.5
Level D 1.12 < 0.38 < 3.23 < 248.2 148.9 237.8
Hinge at
Sliding
P anel C
ILevel A 0.23 < 0.23 < 2.64 < 124.1 82.7 136.5
Level D 2.26 < 0.72 < 7.71 < 248.2 148.9 237.8
II Level A 0.08 < 0.22 < 1.43 < 124.1 82.7 136.5Level D 0.55 < 0.38 < 2.75 < 248.2 148.9 237.8
Name Case ConditionStress Ratio
Tensile Stress Shear Stress Bending Stress Combination
H in ge at
Sliding
P anel A
ILevel A 0.0009 0.0016 0.0064 0.00004
Level D 0.0091 0.0040 0.0357 0.00137
IILevel A 0.0002 0.0025 0.0040 0.00002
Level D 0.0007 0.0087 0.0273 0.00082
H in ge at
SlidingP anel B
ILevel A 0.0017 0.037 0.0095 0.00146
Level D 0.0078 0.0101 0.0520 0.00287
IILevel A 0.0004 0.0025 0.0102 0.00011
Level D 0.0090 0.0046 0.0215 0.00056
H in ge at
Sliding
P anel C
ILevel A 0.0018 0.0027 0.0193 0.00038
Level D 0.0182 0.0087 0.0565 0.00360
IILevel A 0.0006 0.0026 0.0105 0.00012
Level D 0.0044 0.0046 0.0239 0.00061
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6. 수조덮개 창문의 볼트와 힌지의 구조건전성 평
그림 1에 보인 바와 같이 수조덮개 PCA-A 및 PCA-B에는 14 개의 창문이 설치된
다. 이 창들은 투명 폴리카보네이트와 그레이팅(grating)을 고정하는 앵글의 볼트로 고정되며, 수조덮개 주부재와 보조부재를 구성하는 I-형 부재와 호부재 상에 놓이게 된
다. 이 때 폴리카보네이트와 그레이팅을 앵글에 고정하는 볼트와 창문과 창문을 연결
하기 위한 힌지의 건전성을 평가한다.
1) 하중
볼트와 힌지에 발생하는 하중은 SSE에 의한 지진하중이며, 각 창문의 질량과 SSE
의 입력응답스펙트럼의 최대값을 1.5배한 가속도를 곱하여 등가정적하중을 산출할 수
있다. 또한 수평 및 수직하중을 SRSS한 하중을 이용하였기 때문에 CASE I과 II의 구분은 의미가 없다. 지진하중을 산출하기 위한 질량으로 창문을 구성하는 폴리카보네이
트와 그레이팅 및 앵글의 질량이 되며, 보수적으로 층응답 스펙트럼의 최대 가속도에
1.5배하여 지진하중을 산정하였다.
SSE에 대하여 수조덮개 각 창문의 볼트 및 힌지에 발생하는 지진하중은 표 25-1의
자료를 이용하여 구하였으며, 결과는 표 25-2와 같다.
표 25-1 수조덮개 창문의 볼트와 힌지에 발생하는 하중을 구하기 위한 자료
창 번호 Angle 단 면적 (mm2) Angle의 길이(m) 창 넓이(mm2) 질량(kg)
1
( 50+45)×5 = 475
2.743 363714.1 32.792
2 3.078 505991.4 42.804
3 3.576
(3,4번 창을 동일하게 가정)679625.1 60.890
4
5 3.570 690175.0 55.989
6 3.592 842526.1 65.428
7 3.046 613696.8 49.296
8 1.461 124958.8 13.243
9 2.490 393224.7 49.296
10 3.421 761699.5 59.811
11 3.950 924593.7 71.831
12 3.676 701735.0 57.103
13 3.381 738982.7 58.264
14 3.122 626475.0 50.369
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표 25-2 SSE 지진하중에서 수조덮개 창문의 볼트와 힌지에 발생하는 하중(N)
창번호SSE
수평하중 수직하중 SRSS
1 853 212 8792 1113 277 1147
3 1584 394 1632
4 1584 394 1632
5 1456 363 1501
6 1702 424 1754
7 1282 319 1321
8 345 86 356
9 1282 319 1321
10 1556 387 1603
11 1869 465 1926
12 1485 370 1530
13 1516 377 1562
14 1310 326 1350
2) 볼트의 건전성 평가
표 25-2의 PCA-A 및 PCA-B의 수조덮개 창문중에서 가장 큰 하중은 창문 번호11
에서 발생한다. 이들 창문중에서 볼트수가 가장 적은 창문은 1번 창문으로서 3개의 볼
트(M8)가 설치된다. 또한 각각 창문들은 고정장치 1개에 의하여 고정되므로 1개의 볼트(M8)에 대한 응력을 평가하였다. 각 볼트의 허용응력은 3절 4항의 앵커볼트의 허용
응력과 동일하며, 보수적인 평가를 위하여 안전율은 3으로 취하였다. 수조덮개 창문의
볼트에 대한 응력평가 결과를 표 26에 나타내었으며, 조합 응력비가 1보다 작아 구조
적으로 건전함을 알 수 있었다.
표 26 Maximum Stress and Stress Ratio of Pool Cover Window Bolts
Name Case ConditionStress(MPa)
MaterialAllowable Stress(MPa)
Tensile Shear Bending Tensile Shear Bending
Window
BoltI & II
Level A N/A N/AN/A A193
N/A N/AN/A
Level D 114.93 114.93 344.7 206.8
Name Case ConditionMaximum Stress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
Window
BoltI & II
Level A N/A N/AN/A
N/A
Level D 0.3335 0.5558 0.04201
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3) 힌지축의 건전성 평가
표 25-2의 최대하중이 힌지축들 중에서 전단응력이 발생하는 단면의 수가 가장 적
은 창문 7번과 8번 사이의 힌지축에 작용하는 것으로 보수적인 평가를 수행하였다.
창문 7번과 8번 사이의 힌지축의 전단면적의 수는 3 이며, 안전율은 3으로 취하였다.
허용전단응력 :
Pipe 1" SCH 40S 면적 = 327 mm2
SF = 3 (안전율)
전단응력:
× ×
, OK
이상 수조덮개 창문의 힌지축 구조건전성을 평가한 결과 모두 허용응력보다 작아
구조적으로 건전함을 알 수 있었다.
4) 힌지축 용접부 평가
표 24-2의 최대하중이 힌지축 용접부에 발생하는 인장응력을 계산하고 허용응력과
비교한다. 보수적인 평가를 수행하기 위하여 한 개의 힌지축 용접부(길이 100mm)만
최대하중을 모두 받는 것으로 가정한다. 창문의 힌지축 용접부는 길이 100mm, 양쪽에
3mm의 Fillet 용접으로 고정되어 있다.
용접부 인장응력:
용접부 면적(A) =
X 100 X 2(양쪽) = 424.27 mm2
위의 결과로부터 창문 힌지축 용접부의 인장응력이 허용응력보다 작아 구조적으로
건전함을 알 수 있었다.
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7. 고정식 및 마찰식 Stopper의 구조건전성 평
슬라이딩 판넬을 편상태(Case I)에서 고정하기 위하여 마찰식 stopper 4개와 고정
식 stopper 2개가 슬라이딩 판넬 SP-A에 설치된다. 마찰식과 고정식 stopper의 축은재질 A564 TP630 H1100을 사용한다. 모두 M24 나사부분과 직경 21mm의 축으로 구
성되며, 가장 취약부분은 직경 21mm의 축 부분이다. 표 27은 이들 마찰식과 고정식
stopper의 축에 대한 각각의 최대응력과 허용응력, 응력비를 나타낸다.
표 27에 보인 바와 같이 stopper 축은 ASME의 요건을 만족하므로 구조적으로 건
전한 것으로 판단된다.
표 27 Maximum Stress and Stress Ratio of Stoppers
Name Case Condition Stress(MPa) Material Allowable Stress(MPa)
Tensile Shear Bending Tensile Shear Bending
Stopper
ILevel A 0.00 < 0.00 < 0.00 <
A564
475.7 317.2 523.3
Level D 0.00 < 0.00 < 0.00 < 675.7 405.4 1189.0
II
Level A 1.10 < 0.45 < 25.95 < 475.7 317.2 523.3
Level D 1.58 < 0.96 < 36.87 < 675.7 405.4 1189.0
Name Case ConditionMaximum Stress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
Stopper
ILevel A 0.0000 0.0000 0.0000 0.0000
Level D 0.0001 0.0000 0.0021 0.0022
IILevel A 0.0890 0.0056 0.1901 0.1990
Level D 0.0128 0.0116 0.2701 0.2829
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8. Locking Pad Pin의 구조건전성 평
슬라이딩 판넬을 편상태(CASE I)에서 고정하기 위한 고정대(locking pad)는 슬라이
딩 판넬, SP-B 와 SP-C에 설치된다. 이 고정대는 레일 상에 핀을 이용하여 슬라이딩판넬을 레일에 고정시킨다. 슬라이딩 판넬을 접어서 북쪽으로 이동시킨 CASE II의 경
우는 해당되지 않는다. 표 28는 고정대 핀의 응력 평가결과이다.
아래의 표 28과 같이 locking pad pin은 ASME의 요건을 만족하므로 구조적으로
건전한 것으로 판단된다.
표 28 Maximum Stress and Stress Ratio of Locking Pad Pins for the Sliding Panel
Name Case ConditionStress(MPa)
MaterialAllowable Stress(MPa)
Tensile Shear Bending Tensile Shear Bending
Locking
P ad P inI
Level A 0.00 < 0.00 < 0.00 <S.S. 3 04
124.1 82.7 136.5
Level D 0.00 < 0.01 < 0.01 < 248.2 148.9 237.8
Name Case ConditionMaximum Stress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
Locking
P ad P inI
Level A 0.0000 0.0000 0.0000 0.0000
Level D 0.0000 0.0001 0.0002 0.0002
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9. 고정식과 이동식 후크와 후크 지지구조물의 구조건전성 평
이동식 후크와 고정식 후크의 정적 하중은 각각 50kg와 100kg이다. 이 정적 하중
을 포함하여 후크 자체의 질량과 기타 후크 조립체를 구성하는 요소들을 포함한 전체질량이 모든 부위에 작용하는 것으로 각 부위의 보수적인 응력평가를 수행하였다. 표
29는 후크를 구성하는 각 부위에서의 하중과 응력평가를 보인다. 응력평가는 안전율을
3으로 취하여 평가하였다.
표 29 이동식 및 고정식 후크에 발생하는 하중 및 응력평가
후크
종류평가위치
하중(SRSS)단면적(mm
2)
발생응력
(MPa)
허용응력
(MPa)평가
종류 운전 하중(N)
이동식
후크
볼트 인장
A 690 D= 24 mm
A= 452.4mm2
4.6 124.1 OK
D 1145 7.6 248.2 OK
바퀴 축 전단A 690 D= 10mm
A=2×78.5mm2
13.2 82.7 OK
D 1145 21.9 148.9 OK
지지판
인장A 1380 t= 10mm, L = 3 00mm, 2 p lates
A= 2×6000mm2
0.2 124.1 OK
D 2290 0.6 248.2 OK
전단
A 1380 t= 10mm, L= 31mm, 2 faces per 1
h ook and 1 plate
A= 4×620mm2
1.7 82.7 OK
D 2290 2.8 148.9 OK
지지판의
지지축인장
A 1.1 D= 12mm
A= 113.1mm2
0.03 124.1 OK
D 1.8 0.05 248.2 OK
후크의 목 인장A 690 D= 25 mm
A= 490.9mm2
4.3 124.1 OK
D 1145 7.0 248.2 OK
고정식
후크
볼트 인장A 1140 D= 24mm
A= 452.4mm2
7.6 124.1 OK
D 1893 12.3 248.2 OK
지지판
인장A 2280 t= 10mm, L = 3 00mm
A= 4×6000mm2
0.3 124.1 OK
D 3786 0.5 248.2 OK
전단A 2280 t= 10mm, L = 3 00mm
A= 4×6000mm2
0.3 82.7 OK
D 3786 0.5 148.9 OK
후크의 목 인장A 1140 D= 25 mm
A= 490.9mm2
7.0 124.1 OK
D 1893 11.6 248.2 OK
위의 표 29에 나타낸 바와 같이 보수적인 하중을 적용하였음에도 불구하고 발생응력이 허용응력보다 매우 작아 이동식 및 고정식 후크와 기타 구성요소들은 구조적으
로 건전함을 알 수 있다.
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10. 연장레일 Stopper의 구조건전성 평
슬라이딩 판넬을 접은상태(CASE II)의 연장레일 북쪽단에 연장레일 stopper, 2 개
가 설치된다. 한 개의 stopper는 4 개의 M16 볼트로 고정된다. 이 stopper의 고정 볼트의 건전성을 평가하기 위하여 보수적으로 locking 볼트의 역할을 무시한 슬라이딩
판넬 전체의 질량에 대하여 지진하중을 적용하여 볼트의 응력을 평가한다. 단, 슬라이
딩 판넬이 펴진상태에 적용되는 활하중의 일부는 제외하였다. 또한 수직하중도 고려하
지 않았다. 응력평가 절차를 아래에 기술하였으며, 안전율을 3으로 취하여 평가를 수
행하였다.
볼트(M16)의 단면, A = 201.1 mm2
Sliding Panel의 질량, MSliding Panel = 863.4 kg
가속도, ASSE Peak = 1.25 g
Stopper의 수, N = 2
Stopper 당 볼트의 수, Nbolt = 4
하중
× × ×
전단응력
× ×
, OK.
위에 기술한 바와 같이 보수적인 하중을 적용하였음에도 불구하고 발생응력이 허
용응력보다 작아 연장레일 stopper는 구조적으로 건전함을 알 수 있다.
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11. 슬라이딩 판넬 Locking Bolt의 구조건전성 평
슬라이딩 판넬을 접은 상태(CASE II)에서 고정하기 위하여 슬라이딩 패널, SP-A에
locking bolt가 설치된다. 이 때 사용되는 locking bolt는 M20 볼트이다. 표 30은locking bolt의 구조적 건전성 평가를 보인다.
표 30 Maximum Stress and Stress Ratio of Locking Bolts
Name Case ConditionStress(MPa)
MaterialAllowable Stress(MPa)
Tensile Shear Bending Tensile Shear Bending
Stopper
ILevel A 0.00 < 0.00 <
N/A S.S. 304
124.1 82.7
N/ALevel D 0.00 < 0.00 < 248.2 148.9
II Level A 0.38 < 0.56 < 124.1 82.7
Level D 0.83 < 1.18 < 248.2 148.9
Name Case ConditionMaximum Stress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
Stopper
ILevel A 0.0000 0.0000
N/A
0
Level D 0.0000 0.0000 0
IILevel A 0.0065 0.0068 0
Level D 0.0034 0.0080 0
표 29에 보인 바와 같이 슬라이딩 판넬을 접은 상태(CASE II)에서 locking bolt는
ASME의 요건을 만족하므로 구조적으로 건전한 것으로 판단된다.
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12. 슬라이딩 판넬 SP-C Anchor Bolt의 구조건전성 평
슬라이딩 판넬이 펴진상태(CASE I)에서 슬라이딩 패널을 고정하기 위하여 슬라이
딩 판넬 SP-C의 북쪽 끝에 anchor plate가 설치되며, 이 anchor plate는 M30의 anchorbolt로 고정된다. 또한 anchor plate와 anchor bolt 사이에는 M54의 볼트를 이용하여
체결된다. M54 볼트, anchor bolt 및 콘크리트의 구조적 건전성을 평가한다. 단 이들
볼트는 슬라이딩 판넬이 펴진 상태에서만 역할을 하기 때문에 CASE I에 대하여만 평
가를 수행한다.
1) M54 Bolt 및 M30 Anchor Bolt
해석결과 중 anchoring 되는 절점의 반력을 M54 bolt 1개와 anchor bolt 1쌍에 작용하는 하중으로 취하여 응력평가를 수행하였다. 표 31은 모두 허용응력보다 작아 구
조적으로 건전함을 알 수 있다.
표 3 1 M ax imum Stress and Stress Ratio of SP- C Anchor Bolts
Name Case ConditionStress(MPa)
MaterialAllowable Stress(MPa)
Tensile Shear Bending Tensile Shear Bending
M54
BoltI
Level A 0.61 < 0.23 <
N/A A193
207.0 85.4
N/ALevel D 0.91 < 0.73 < 344.7 206.8
M30
Anchor
Bolt
ILevel A 0.98 < 0.36 < 207.0 85.4
Level D 1.46 < 1.17 < 344.7 206.8
Name Case ConditionMaximum Stress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
M54
BoltI
L evel A 0.0029 0.0027
N/A
0.0000
L evel D 0.0026 0.0035 0.0000
M30
Anchor
Bolt
IL evel A 0.0047 0.0042 0.0000
L evel D 0.0042 0.0057 0.0000
2) 콘크리트의 구조건전성 평가
앵커볼트가 묻히는 콘크리트에 대한 구조적 건전성 평가는 앵커볼트의 끝단으로부
터 45°를 이루며 형성된 그림 75-(a)에 보여준 stress cone의 유효투영단면적은 그림
75-(b)와 같으며 균일 인장응력을 산정하여 수행한다.
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σu s = 4 × Φ × f c '
여기서 σus : 균일 인장응력
Φ : Strength Reduction Factor (Heavy Concrete 의 경우 0.85) f c ' : 설계기준강도 (Heavy Concrete 의 경우 350 kg /cm 2)
σu s = 4× 0.85× 350
= 63.60 k g /c m 2
유효투영단면적(Aeff)은 그림 75-(c)와 75-(d)에 나타낸 바와 같이 단면 A1, A2, A3,
A4의 합으로 구할 수 있다. 계산의 간편화 및 보수적인 평가를 위하여 유효투영단면
적은 그림 75-(e)와 같이 A1, A2, A3의 합으로 취하였다.
×
× ×
×
따라서 앵커볼트가 형성하는 콘크리트 부분의 유효단면적이 지지할 수 있는 허용
인장력은 다음과 같다.
T c | m ax = A e ff × σ u s
= 707.4× 63.60= 44991 k g = 440.9 K N > 2 03 . 8 K N ( M a x i m u n U p l i f t F o r c e f o r S S E )
위의 결과로부터 앵커볼트를 지지하는 콘크리트의 uplift force는 콘크리트의 허용
인장력보다 작아 구조적으로 건전함을 알 수 있다.
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제 4 절 신규 설치된 NTD1 구조건전성 평가
1. NTD1회전팔
(SP-B)용접부의 구조건전성 평
1) 회전팔 브라켓 상단의 용접부
하나로 수조덮개에 위치한 NTD1 회전팔 브라켓은 8mm 두께의 상판이 수조덮개
부재(SP-B)사이에 8mm 필렛 용접으로 결합되어 있다. 보수적인 평가를 위해 상판의
최대응력강도가 용접면에 작용한다고 가정했고, DWT 및 SSE 지진응답해석으로 얻어
진 용접부의 응력강도가 운전조건 A에 대한 허용응력(206.7 MPa)과 운전조건 D에 대
한 허용응력(495.08 MPa) 모두를 만족하여 구조적으로 건전함을 알 수 있다.
운전조건 A에 대한 허용응력:
운전조건 D에 대한 허용응력: ×
용접유효두께×
부재두께×
×
× ≺ ,
OK
용접유효두께× 부재두께×
×
×
≺ , OK
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2) B rack et p late의 용접 부
NTD1 회전팔 브라켓은 6개의 bracket plate로 보강되어 있다. 4개의 bracket plate
는 5mm 30-60 필렛 용접, 2개의 bracket은 8mm 50-50 필렛 용접으로 되어있다. 보수적인 평가를 위해 용접 간격을 고려하여 bracket plate의 5mm 용접면에 최대 응력강
도 값이 작용한다고 가정하였다. DWT 및 SSE 지진응답해석으로 얻어진 용접부의 응
력강도가 운전조건 A에 대한 허용응력(206.7 MPa)과 운전조건 D에 대한 허용응력
(495.08 MPa) 모두를 만족하여 구조적으로 건전함을 알 수 있다.
운전조건 A에 대한 허용응력:
운전조건 D에 대한 허용응력: ×
용접유효두께× ×
부재두께×
××
×
OK
용접유효두께× ×
부재두께×
××
×
≺
OK
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2. NTD1 회전팔(SP-B) bolt의 구조건전성 평
NTD1 회전팔은 회전팔브라켓과 작동장치 사이에6개의 볼트(M10)가 설치되어 작
동장치를 회전팔브라켓에 고정한다. 이들 볼트는 재질이 A193으로서 ASME Sec. III
NF와 Appendix F의 요건에 따라 만족되어야 한다.
ASME Sec. III NF와 Appendix F의 볼트 지지구조물의 요건을 아래에 정리하였다.
앵커볼트에 발생하는 하중을 ASME 운전조건과 수조덮개의 상태에 따라 표 33에 나타
내었으며, ASME Code 요건에 따른 허용응력과 발생 최대응력 및 조합응력비를 나타
내었다.
Level A
인장응력:
전단응력:
조합응력:
≤
Level D
인장응력:
전단응력:
조합응력:
≤
표 33-2에 보인 것과 같이 회전팔브라켓과 작동장치 사이에 설치되는 볼트(M10)는
ASME의 요건을 만족하고 있어 구조적으로 건전한 것으로 판단된다.
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표 32-1 Maximum Stress and Stress Ratio between Bracket and Bolt of NTD1(SP-B)
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
BracketCase I 3.12 < 0.00 <
N/A A193 207.0 85.4 N/AC ase II 0.87 < 0.00 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
BracketCase I 0.0151 0.0000
N/A0.0002
C ase II 0.0042 0.0000 0.0000
표 32-2 Maximum Stress and Stress Ratio between Bracket and Bolt of NTD1(SP-B)
for Design and Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
BracketCase I 17.62 < 47.60 <
N/A A193 344.7 206.8 N/AC ase II 2.63 < 3.57 <
Components Stress RatioTensile Stress Shear Stress Bending Stress Combined Stress
BracketCase I 0.0851 0.5574
N/A0.0556
C ase II 0.0127 0.0418 0.0004
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3. NTD1 회전팔(PCA-A)의 볼트의 구조건전성 평
1) 회전팔브라켓 상부 볼트부
회전팔 브라켓의 상부는 PCA-A의 RMAIN부재에 4개의 볼트(M16)으로 고정된다.
이들 볼트(M16)는 재질이 A193으로서 ASME Sec. III NF와 Appendix F의 요건에 따
라 만족되어야 한다.
ASME Sec. III NF와 Appendix F의 볼트 지지구조물의 요건을 아래에 정리하였다.
볼트(M10)에 발생하는 하중을 ASME 운전조건과 수조덮개의 상태에 따라 표 33에 나
타내었으며, ASME Code 요건에 따른 허용응력과 발생 최대응력 및 조합 응력비를 나
타내었다.
Level A
인장응력:
전단응력:
조합응력:
≤
Level D인장응력:
전단응력:
조합응력:
≤
표 33에 보인 것과 같이 회전팔브라켓과 PCA-A RMAIN부재 사이에 연결하는 볼
트(M16)는 ASME의 요건을 만족하고 있어 구조적으로 건전한 것으로 판단된다.
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표 33-1 Maximum Stress and Stress Ratio between Bracket and Bolt of
NTD1(PCA-A) for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
UpperBracket
Case I 2.12 < 0.00 <N/A A193 344.7 206.8 N/A
C ase II 0.02 < 0.00 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
UpperBracket
Case I 0.0103 0.0000N/A
0.0001
C ase II 0.0001 0.0000 0.0000
표 33-2 Maximum Stress and Stress Ratio between Bracket and Bolt of
NTD1(PCA-A) for Design and Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
UpperBracket
Case I 2.12 < 0.00 <N/A A193 344.7 206.8 N/A
C ase II 0.02 < 0.03 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined StressUpper
Bracket
Case I 0.0103 0.0003N/A
0.0001
C ase II 0.0001 0.0003 0.0000
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2) 회전팔 브라켓과 작동장치 사이 볼트부
PCA-A의 RAIN부재에 설치되는 NTD1 회전팔은 회전팔 브라켓과 작동장치 사이
에 6개의 볼트(M10)가 설치되어 회전팔을 회전팔 브라켓에 고정한다. 이들 볼트(M10)는 재질이 A193으로서 ASME Sec. III NF와 Appendix F의 요건에 따라 만족되어야
한다.
ASME Sec. III NF와 Appendix F의 볼트 지지구조물의 요건을 아래에 정리하였다.
볼트(M10)에 발생하는 하중을 ASME 운전조건과 수조덮개의 상태에 따라 표 34에 나
타내었으며, ASME Code 요건에 따른 허용응력과 발생 최대응력 및 조합응력비를 나
타내었다.
Level A
인장응력:
전단응력:
조합응력:
≤
Level D
인장응력:
전단응력:
조합응력:
≤
표 33-2에 보인 것과 같이 회전팔 브라켓과 작동장치 사이에 설치되는 볼트(M10)
는 ASME의 요건을 만족하고 있어 구조적으로 건전한 것으로 판단된다.
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표 34-2 Maximum Stress and Stress Ratio of Bolt between NTD1(PCA-A) and
Operating System for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
BracketCase I 3.25 < 0.00 <
N/A A193 207.0 85.4 N/AC ase II 0.99 < 0.00 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
BracketCase I 0.0157 0.0000
N/A0.0002
C ase II 0.0048 0.0000 0.0000
표 34-2 Maximum Stress and Stress Ratio of Bolt between NTD1(PCA-A) and
Operating System for Design and Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
BracketCase I 3.96 < 0.68 <
N/A A193 344.7 206.8 N/AC ase II 3.02 < 2.09 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
BracketCase I 0.0191 0.0080
N/A0.0001
C ase II 0.0146 0.0244 0.0002
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4. NTD1 회전팔(PCA-A)의 Bracket plate 용접부의 구조건전성 평
NTD1 회전팔과 회전팔 작동장치를 연결하는 NTD1 회전팔 브라켓은 6개의
bracket plate 으로 보강되어 있다. 4개의 bracket plate는 5mm 50-50 필렛용접, 2개의bracket는 8mm 50-50 필렛용접으로 되어있다. 보수적인 평가를 위해 용접 간격을 고
려하여 Bracket plate의 5mm 용접면에 최대 응력의 2배가 작용한다고 가정하였다.
DWT 및 SSE 지진응답해석으로 얻어진 용접부의 응력강도가 운전조건 A에 대한 허용
응력(206.7 MPa)과 운전조건 D에 대한 허용응력(495.08 MPa) 모두를 만족하여 구조적
으로 건전함을 알 수 있다.
운전조건 A에 대한 허용응력:
운전조건 D에 대한 허용응력: ×
용접유효두께× ×
부재두께×
××
×
, OK
용접유효두께× ×
부재두께×
××
×
, OK
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제 4장 레일이송장치
제 1절 레일이 송장치 모델링
하나로 수조 내부의 레일이송장치에 대한 유한요소 모델은 상용 구조해석 프로그
램인 ANSYS 11.0을 사용하여 작성되었다. 레일이송장치를 구성하는 모든 부재는 판요
소(shell element)와 집중질량으로 모델링 되어있다. 판 부재는 ANSYS 11.0에서 제공
되는 4절점의 6자유도를 가진 SHELL181을 사용하였고 다음과 같이 표 35에 부재의
두께를 정리하였다. 그림 77에서 두께별 부재의 위치를 표시하였다.
표 35 레일이송장치 부재의 두께
Thickness(mm)
T15 15mm
T12 12mm
T10 10mm
T9 9mm
T6 6mm
레일이송장치 중 레일을 지지하는 구조물을 제외한 중량은198 kg 이다. 또한 레일을 지지하는 구조물을 제외한 부재의 기계적 물성치는 다음과 같다.
레일이송장치(지지구조물 제외)의 물성치: Ex(Young's Modulus):187.8E6 mN/mm2
NUXY (Poisson's ratio): 0.28
Density: 1.6039E-5 kg/mm3
자중 이외에 해석에 고려되어야할 하중으로는 활하중, 레일에 장착되는 조사통의
자중, 동적 유체질량이 레일이송장치에 반영되어야 한다.
① 레일이송장치는 500kg/m2 의 활하중이 작용하며 Upper rail guide에 집중질량
으로 분포시켰다.
② 조사통은 공기중 108kg의 중량을 가지며 레일을 따라 이동하는 장치로서 보수
적인 해석을 위해 Guide rail 사이 가장 긴 구간의 중간지점에 집중질량으로 표현하였
다.
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③ 수중에 잠긴 구조물의 동특성해석을 수행할 경우에 유체와 구조물간의 동적 상
호작용의 효과를 엄밀하게 고려하여야 한다. 이를 위해서는 유체-구조물 상호작용을
고려한 3차원 해석을 수행하여야 하지만, 수중에 잠긴 복잡한 구조물의 경우 엄밀한 3
차원 유체-구조물의 상호작용 해석은 많은 시간과 비용을 필요로 한다. 따라서 유체가구조물의 동적거동에 미치는 영향을 간략화 된 방법으로 고려하기 위하여 단위길이
당 작용하는 동적유체질량을 산정한 후, 플랫폼과 이송레일의 구조 질량에 유체의 동
적유체질량을 더하여 사용하였다. 유체에 의한 부가질량은 참고문헌 [5]에 따라 표 36
에 정리하였다. 플랫폼과 이송레일은 얇은 판재로 가정하여 다음의 식을 적용하였으
며, 이송레일의 Rail frame은 그림 76과 같이 3구간으로 구분하여 각 방향별로 동적유
체질량을 계산하였다.
Added mass per unit length =
Real No. Components No. of Item DirectionHydrodynamic
Mass (kg/m)
11 Upper rail guide 1 z 13.273
12 Lower rail guide 1 z 6.082
13 Rail frame section 1 1x 3.222
y 8.395
14 Rail frame section 2 1 y 8.992
15 Rail frame section 3 1x 5.028
y 7.455
16,17,18 Platform beam upper plate 3 z 17.671
16,17,18 Platform beam lower plate 3 z 17.671
19 Platform bracket 左 1x 24.226
y 14.730
20 Platform bracket 中 1x 27.255
y 7.815
21 Platform bracket 右 1x 12.753
y 25.323
표 36 플랫폼과 이송레일의 동적유체질량
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제 2 절 고유진동수 해석
하나로 수조 내부의 레일이송장치의 동특성을 파악하기 위하여ANSYS 11.0 구조
해석 프로그램을 이용하여 고유진동수 해석을 수행하였다. 주요 모드에 대한 주파수,
주기, effective mass, cumulative mass fraction 등의 자료가 표 37에 나타내었다.
표 37 은 레일 이송장치의 주요 모드와 관련된 출력 자료를 보여주고 있으며, 1차
에서 10차까지 모드 형상을 공기중과 수중을 나누어 그림 84부터 그림 103에 나타내
었다. 레일 이송장치의 1차 고유진동수는 공기중에서 34.86Hz이고 수중에서는 33.95
Hz에서 발생되었다. 이는 동적 유체질량이 고려되어 있음을 알 수 있다. 레일은 쉘요
소에 의해 모델링이 되어 있기 때문에 초기 10차까지 모우드는 대부분은 레일 판의
휨과 비틀림 성분이라 볼 수 있다. 지배진동수는 유효질량이 가장 큰 2차의 휨 모드와
4차의 비틀림 모드라 볼 수 있다.
레일 이송장치의 지진에 대한 구조건전성평가는 동적 유체질량이 고려된 경우에
대해서 이루어 졌다. 총 100개의 고유진동수와 모드를 적용하였고 그림 1의 층응답 스
펙트럼을 이용하여 구조물의 응답과 구조건전성 평가를 수행하였다.
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표 37-1 레일이송장치에 대한 주요 모드계수(공기 중)
***** PARTICIPATION FACTOR CALCULATION ***** X DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE F AC TO R M A SS M ASS F RA CTI ON
1 34.8671 0.28680E-01 4.2793 0.263119 18.3124 0.319124E-01
2 46.9195 0.21313E-01 -2.7815 0.171024 7.73672 0.453950E-01
3 48.1503 0.20768E-01 -1.7320 0.106492 2.99969 0.506225E-01
4 68.2426 0.14654E-01 16.264 1.000000 264.510 0.511576
5 71.8051 0.13927E-01 5.4826 0.337107 30.0593 0.563959
6 87 .5 44 5 0. 11 423 E- 01 5 .5 4 51 0 .3 40 94 8 3 0. 74 81 0 .6 17 5 43
7 89.4820 0.11175E-01 -3.1074 0.191063 9.65594 0.634370
8 104.193 0.95976E-02 -2.1412 0.131656 4.58485 0.642360
9 116.117 0.86120E-02 8.6689 0.533021 75.1502 0.773322
10 131.797 0.75874E-02 2.9802 0.183244 8.88179 0.788800
11 141.277 0.70783E-02 2.0581 0.126546 4.23584 0.796182
12 175.852 0.56866E-02 0.80196 0.049310 0.643142 0.797302
13 177.570 0.56316E-02 2.3094 0.141996 5.33325 0.806597
14 185.442 0.53925E-02 1.4676 0.090237 2.15381 0.810350
15 195.237 0.51220E-02 -0.35597 0.021887 0.126717 0.810571
16 195.903 0.51046E-02 2.3683 0.145616 5.60866 0.820345
17 208.176 0.48036E-02 0.39668 0.024391 0.157359 0.820619
18 222.540 0.44936E-02 -0.55335 0.034023 0.306194 0.821153
19 243.664 0.41040E-02 3.5553 0.218604 12.6404 0.843181
20 268.698 0.37217E-02 1.2210 0.075073 1.49075 0.845778
21 277.931 0.35980E-02 1.5923 0.097902 2.53526 0.850197
22 287.073 0.34834E-02 -5.3890 0.331349 29.0411 0.900806
23 289.868 0.34498E-02 -1.8048 0.110971 3.25735 0.906482
24 303.131 0.32989E-02 1.4694 0.090350 2.15923 0.910245
25 309.401 0.32321E-02 -0.85206E-01 0.005239 0.726013E-02 0.910258
26 321.153 0.31138E-02 -2.4311 0.149479 5.91017 0.920557
27 331.200 0.30193E-02 2.1461 0.131955 4.60566 0.928583
28 340.580 0.29362E-02 1.2153 0.074725 1.47696 0.931157
29 348.570 0.28689E-02 1.0065 0.061885 1.01301 0.932922
30 353.270 0.28307E-02 -0.64247 0.039503 0.412765 0.933642
31 361.846 0.27636E-02 0.45057 0.027704 0.203012 0.933995
32 365.754 0.27341E-02 2.1780 0.133920 4.74384 0.942262
33 376.750 0.26543E-02 -0.92599 0.056936 0.857453 0.943757
34 378.938 0.26390E-02 -0.90571 0.055689 0.820305 0.945186
35 388.619 0.25732E-02 0.38729 0.023813 0.149995 0.945448
36 398.429 0.25099E-02 -0.42508 0.026136 0.180690 0.945762
37 405.331 0.24671E-02 -0.38622 0.023748 0.149169 0.946022
38 409.541 0.24418E-02 -0.56448 0.034708 0.318643 0.94657839 422.267 0.23682E-02 0.10996 0.006761 0.120907E-01 0.946599
40 432.544 0.23119E-02 0.60038 0.036915 0.360459 0.947227
41 434.792 0.22999E-02 -0.48893 0.030063 0.239053 0.947644
42 441.688 0.22640E-02 -0.52090 0.032028 0.271339 0.948116
43 447.364 0.22353E-02 -0.48389 0.029752 0.234147 0.948524
44 466.513 0.21436E-02 -0.37118 0.022823 0.137775 0.948765
45 468.220 0.21357E-02 1.6441 0.101089 2.70301 0.953475
46 477.191 0.20956E-02 -0.40821 0.025099 0.166636 0.953765
47 492.936 0.20287E-02 -0.70282 0.043214 0.493953 0.954626
48 500.078 0.19997E-02 -0.91075 0.055998 0.829458 0.956072
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49 504.116 0.19837E-02 0.31448 0.019337 0.989006E-01 0.956244
50 508.667 0.19659E-02 0.38363 0.023588 0.147170 0.956500
51 521.522 0.19175E-02 -1.1960 0.073536 1.43036 0.958993
52 524.706 0.19058E-02 -2.1656 0.133154 4.68978 0.967166
53 532.355 0.18784E-02 0.63780 0.039216 0.406790 0.967875
5 4 5 4 3. 43 9 0. 18 401 E- 02 - 0. 56 5 30 0. 03 47 58 0. 319 5 68 0. 96 84 3255 553.313 0.18073E-02 0.61371 0.037735 0.376644 0.969088
56 554.936 0.18020E-02 0.53850 0.033111 0.289984 0.969593
5 7 5 6 9. 60 7 0. 17 5 56 E- 02 0. 55 9 99 0. 03 4 43 2 0 .3 13 59 1 0 .9 70 14 0
58 570.880 0.17517E-02 0.31837 0.019576 0.101361 0.970316
59 576.154 0.17356E-02 -0.34186 0.021020 0.116871 0.970520
60 580.424 0.17229E-02 -0.24090 0.014812 0.580330E-01 0.970621
61 599.972 0.16667E-02 0.78601 0.048329 0.617816 0.971698
62 604.558 0.16541E-02 1.4299 0.087919 2.04461 0.975261
63 613.679 0.16295E-02 -0.37840 0.023267 0.143190 0.975511
64 618.240 0.16175E-02 -0.54477 0.033496 0.296778 0.976028
65 636.663 0.15707E-02 0.33527E-01 0.002061 0.112407E-02 0.976030
66 641.648 0.15585E-02 -0.54543 0.033536 0.297492 0.976548
67 645.228 0.15498E-02 -0.55477 0.034111 0.307768 0.977084
68 658.131 0.15195E-02 0.49379 0.030361 0.243827 0.977509
69 667.880 0.14973E-02 -0.85748 0.052723 0.735267 0.978791
70 672.125 0.14878E-02 -1.1502 0.070723 1.32300 0.981096
71 676.322 0.14786E-02 1.0672 0.065619 1.13894 0.983081
72 682.124 0.14660E-02 -0.39512 0.024295 0.156123 0.983353
73 690.280 0.14487E-02 0.79677E-01 0.004899 0.634847E-02 0.983364
74 696.591 0.14356E-02 0.64133 0.039433 0.411308 0.984081
75 700.170 0.14282E-02 -0.50671 0.031156 0.256757 0.984528
76 712.746 0.14030E-02 -0.29760 0.018298 0.885661E-01 0.984683
77 718.594 0.13916E-02 -0.34650 0.021305 0.120060 0.984892
78 719.740 0.13894E-02 0.42458 0.026106 0.180268 0.985206
79 742.624 0.13466E-02 -0.16695 0.010265 0.278737E-01 0.985255
80 745.811 0.13408E-02 0.16880 0.010379 0.284945E-01 0.985304
81 754.387 0.13256E-02 0.44007 0.027058 0.193664 0.98564282 759.413 0.13168E-02 0.36146 0.022225 0.130651 0.985869
83 765.274 0.13067E-02 0.13904 0.008549 0.193321E-01 0.985903
84 769.331 0.12998E-02 0.22646 0.013924 0.512824E-01 0.985993
85 771.593 0.12960E-02 0.32074E-01 0.001972 0.102872E-02 0.985994
86 781.432 0.12797E-02 -0.54823E-01 0.003371 0.300553E-02 0.986000
87 785.992 0.12723E-02 -0.95675 0.058827 0.915364 0.987595
88 793.417 0.12604E-02 -1.7701 0.108836 3.13318 0.993055
89 795.960 0.12563E-02 0.85509 0.052577 0.731185 0.994329
90 797.704 0.12536E-02 0.70004E-01 0.004304 0.490056E-02 0.994338
91 809.231 0.12357E-02 -0.13975 0.008593 0.195299E-01 0.994372
92 812.600 0.12306E-02 -0.12143 0.007467 0.147461E-01 0.994397
93 816.895 0.12241E-02 -0.41256 0.025367 0.170209 0.994694
94 824.575 0.12127E-02 0.24884 0.015300 0.619209E-01 0.99480295 836.350 0.11957E-02 0.73799 0.045377 0.544636 0.995751
96 841.843 0.11879E-02 0.86906 0.053435 0.755259 0.997067
97 845.433 0.11828E-02 1.2831 0.078890 1.64622 0.999936
98 857.381 0.11663E-02 0.12845E-01 0.000790 0.164984E-03 0.999936
99 869.810 0.11497E-02 0.47224E-01 0.002904 0.223008E-02 0.999940
100 877.488 0.11396E-02 0.18533 0.011395 0.343473E-01 1.00000
S UM O F EF F EC TI VE M ASS ES= 5 7 3. 83 2
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***** PARTICIPATION FACTOR CALCULATION ***** Y DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 34.8671 0.28680E-01 8.4031 0.880308 70.6114 0.126337
2 46.9195 0.21313E-01 -3.0928 0.324001 9.56533 0.143451
3 48.1503 0.20768E-01 -5.0774 0.531910 25.7800 0.189576
4 68.2426 0.14654E-01 -1.8785 0.196790 3.52868 0.195890
5 71.8051 0.13927E-01 -3.4729 0.363825 12.0612 0.217469
6 87.5445 0.11423E-01 -9.5456 1.000000 91.1184 0.380497
7 89.4820 0.11175E-01 7.5629 0.792290 57.1971 0.482833
8 104.193 0.95976E-02 5.8473 0.612563 34.1907 0.544007
9 116.117 0.86120E-02 6.1448 0.643728 37.7582 0.611563
10 131.797 0.75874E-02 1.1858 0.124223 1.40607 0.614079
11 141.277 0.70783E-02 1.6688 0.174826 2.78497 0.619062
12 175.852 0.56866E-02 8.0374 0.842004 64.6004 0.734644
13 177.570 0.56316E-02 2.9275 0.306687 8.57035 0.749978
14 185.442 0.53925E-02 0.39262 0.041130 0.154147 0.750254
15 195.237 0.51220E-02 -2.6753 0.280269 7.15740 0.763059
16 195.903 0.51046E-02 0.80905 0.084756 0.654563 0.764231
17 208.176 0.48036E-02 1.0255 0.107430 1.05161 0.766112
18 222.540 0.44936E-02 -1.4632 0.153281 2.14084 0.769942
19 243.664 0.41040E-02 1.4027 0.146945 1.96751 0.773463
20 268.698 0.37217E-02 -3.0260 0.317010 9.15696 0.789846
21 277.931 0.35980E-02 4.9785 0.521544 24.7850 0.834191
22 287.073 0.34834E-02 1.4447 0.151345 2.08711 0.837925
23 289.868 0.34498E-02 -2.3322 0.244325 5.43930 0.847657
24 303.131 0.32989E-02 0.99988 0.104747 0.999750 0.849446
25 309.401 0.32321E-02 -0.39510E-01 0.004139 0.156107E-02 0.849449
26 321.153 0.31138E-02 0.20807 0.021798 0.432934E-01 0.849526
27 331.200 0.30193E-02 0.21250 0.022261 0.451544E-01 0.84960728 340.580 0.29362E-02 2.1845 0.228848 4.77200 0.858145
29 348.570 0.28689E-02 0.77226 0.080902 0.596388 0.859212
30 353.270 0.28307E-02 -1.3703 0.143553 1.87772 0.862572
31 361.846 0.27636E-02 -0.15077E-01 0.001579 0.227307E-03 0.862572
32 365.754 0.27341E-02 0.63057 0.066059 0.397622 0.863284
33 376.750 0.26543E-02 1.2675 0.132786 1.60661 0.866158
34 378.938 0.26390E-02 0.63575 0.066601 0.404178 0.866881
35 388.619 0.25732E-02 -0.68658 0.071926 0.471388 0.867725
36 398.429 0.25099E-02 -0.22043 0.023092 0.485901E-01 0.867812
37 405.331 0.24671E-02 -0.17012 0.017822 0.289412E-01 0.867863
38 409.541 0.24418E-02 -0.19024 0.019929 0.361899E-01 0.867928
39 422.267 0.23682E-02 -2.0382 0.213520 4.15415 0.875361
40 432.544 0.23119E-02 -0.99446 0.104180 0.988957 0.87713041 434.792 0.22999E-02 -2.5550 0.267659 6.52786 0.888810
42 441.688 0.22640E-02 -0.14443 0.015131 0.208609E-01 0.888847
43 447.364 0.22353E-02 0.20358 0.021327 0.414449E-01 0.888921
44 466.513 0.21436E-02 1.4174 0.148491 2.00911 0.892516
45 468.220 0.21357E-02 -0.44489 0.046607 0.197925 0.892870
46 477.191 0.20956E-02 -1.1708 0.122653 1.37076 0.895322
47 492.936 0.20287E-02 -0.45457 0.047621 0.206634 0.895692
48 500.078 0.19997E-02 2.1031 0.220317 4.42285 0.903605
49 504.116 0.19837E-02 0.11389 0.011931 0.129704E-01 0.903629
50 508.667 0.19659E-02 -1.1920 0.124876 1.42091 0.906171
51 521.522 0.19175E-02 -0.31864 0.033381 0.101532 0.906353
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52 524.706 0.19058E-02 -1.3416 0.140544 1.79982 0.909573
53 532.355 0.18784E-02 -1.2063 0.126373 1.45517 0.912176
54 543.439 0.18401E-02 0.44145 0.046247 0.194881 0.912525
55 553.313 0.18073E-02 3.0545 0.319987 9.32977 0.929218
56 554.936 0.18020E-02 3.3713 0.353180 11.3657 0.949553
57 569.607 0.17556E-02 -0.66367 0.069527 0.440463 0.95034158 570.880 0.17517E-02 -0.32792 0.034353 0.107529 0.950534
59 576.154 0.17356E-02 -0.53922 0.056489 0.290761 0.951054
60 580.424 0.17229E-02 3.2667 0.342224 10.6715 0.970147
61 599.972 0.16667E-02 -0.31453 0.032950 0.989261E-01 0.970324
62 604.558 0.16541E-02 -2.5078 0.262720 6.28917 0.981577
63 613.679 0.16295E-02 -1.2758 0.133655 1.62772 0.984489
64 618.240 0.16175E-02 0.17168 0.017985 0.294724E-01 0.984542
65 636.663 0.15707E-02 1.0694 0.112035 1.14370 0.986588
66 641.648 0.15585E-02 0.85503 0.089573 0.731078 0.987896
67 645.228 0.15498E-02 1.4785 0.154884 2.18584 0.991807
68 658.131 0.15195E-02 -0.62033 0.064986 0.384810 0.992495
69 667.880 0.14973E-02 -0.28739 0.030107 0.825916E-01 0.992643
70 672.125 0.14878E-02 0.50897 0.053320 0.259051 0.993107
71 676.322 0.14786E-02 0.20283 0.021248 0.411389E-01 0.993180
72 682.124 0.14660E-02 0.22194 0.023250 0.492558E-01 0.993268
73 690.280 0.14487E-02 -0.63006 0.066005 0.396976 0.993979
74 696.591 0.14356E-02 -0.63226 0.066236 0.399750 0.994694
75 700.170 0.14282E-02 -0.20751 0.021738 0.430584E-01 0.994771
76 712.746 0.14030E-02 0.10630 0.011136 0.112992E-01 0.994791
77 718.594 0.13916E-02 -0.29117 0.030503 0.847787E-01 0.994943
78 719.740 0.13894E-02 0.83940 0.087936 0.704595 0.996203
7 9 7 4 2. 62 4 0. 13 4 66 E- 02 0. 29 25 8 0. 03 06 51 0 .85 6 03 0E- 01 0 .9 9 63 5 7
80 745.811 0.13408E-02 -0.26556E-01 0.002782 0.705229E-03 0.996358
81 754.387 0.13256E-02 0.54062 0.056635 0.292269 0.996881
82 759.413 0.13168E-02 0.47576 0.049841 0.226351 0.997286
83 765.274 0.13067E-02 0.27225E-01 0.002852 0.741189E-03 0.997287
84 769.331 0.12998E-02 0.30695 0.032156 0.942177E-01 0.99745685 771.593 0.12960E-02 -0.52410 0.054905 0.274682 0.997947
86 781.432 0.12797E-02 -0.56243E-01 0.005892 0.316322E-02 0.997953
87 785.992 0.12723E-02 -0.15688 0.016434 0.246101E-01 0.997997
88 793.417 0.12604E-02 -0.61073 0.063981 0.372996 0.998664
89 795.960 0.12563E-02 0.24915 0.026101 0.620758E-01 0.998775
90 797.704 0.12536E-02 0.24419 0.025581 0.596271E-01 0.998882
91 809.231 0.12357E-02 -0.16840E-01 0.001764 0.283580E-03 0.998882
92 812.600 0.12306E-02 -0.57847E-01 0.006060 0.334630E-02 0.998888
93 816.895 0.12241E-02 -0.69663E-01 0.007298 0.485292E-02 0.998897
94 824.575 0.12127E-02 0.16195 0.016966 0.262274E-01 0.998944
95 836.350 0.11957E-02 -0.18900E-01 0.001980 0.357202E-03 0.998945
96 841.843 0.11879E-02 -0.60328 0.063200 0.363945 0.999596
97 845.433 0.11828E-02 0.30352 0.031797 0.921240E-01 0.99976198 857.381 0.11663E-02 -0.74201E-01 0.007773 0.550584E-02 0.999770
99 869.810 0.11497E-02 0.35112 0.036784 0.123286 0.999991
100 877.488 0.11396E-02 -0.70815E-01 0.007419 0.501478E-02 1.00000
SUM OF EFFECTIVE MASSES= 558.914
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***** PARTICIPATION FACTOR CALCULATION ***** Z DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 34.8671 0.28680E-01 0.20858 0.011982 0.435076E-01 0.759847E-04
2 46.9195 0.21313E-01 17.409 1.000000 303.065 0.529370
3 48.1503 0.20768E-01 -2.8598 0.164276 8.17867 0.543654
4 68.2426 0.14654E-01 -2.1580 0.123963 4.65717 0.551787
5 71.8051 0.13927E-01 12.113 0.695793 146.723 0.808034
6 87.5445 0.11423E-01 3.2769 0.188230 10.7378 0.826787
7 89.4820 0.11175E-01 7.8081 0.448513 60.9659 0.933262
8 104.193 0.95976E-02 2.4710 0.141939 6.10574 0.943925
9 116.117 0.86120E-02 1.1130 0.063933 1.23876 0.946089
10 131.797 0.75874E-02 -0.45120 0.025918 0.203586 0.946444
11 141.277 0.70783E-02 2.7514 0.158049 7.57038 0.959666
12 175.852 0.56866E-02 0.59211 0.034012 0.350589 0.960278
13 177.570 0.56316E-02 0.16329E-01 0.000938 0.266633E-03 0.960279
14 185.442 0.53925E-02 -0.14855 0.008533 0.220665E-01 0.960317
15 195.237 0.51220E-02 -1.3051 0.074966 1.70321 0.963292
16 195.903 0.51046E-02 0.53758 0.030880 0.288996 0.963796
17 208.176 0.48036E-02 0.11668E-01 0.000670 0.136144E-03 0.963797
18 222.540 0.44936E-02 0.36596 0.021021 0.133924 0.964031
19 243.664 0.41040E-02 0.74826 0.042982 0.559899 0.965008
20 268.698 0.37217E-02 -1.1393 0.065446 1.29808 0.967275
21 277.931 0.35980E-02 -0.91825 0.052746 0.843174 0.968748
22 287.073 0.34834E-02 -0.52094 0.029924 0.271380 0.969222
23 289.868 0.34498E-02 -1.3223 0.075959 1.74861 0.972276
24 303.131 0.32989E-02 -0.63378 0.036406 0.401676 0.972977
25 309.401 0.32321E-02 0.23615 0.013565 0.557688E-01 0.973075
26 321.153 0.31138E-02 -0.83664E-01 0.004806 0.699966E-02 0.973087
27 331.200 0.30193E-02 -0.38913E-01 0.002235 0.151418E-02 0.97309028 340.580 0.29362E-02 0.52434 0.030119 0.274927 0.973570
29 348.570 0.28689E-02 -0.81734 0.046950 0.668049 0.974737
30 353.270 0.28307E-02 -0.14504E-01 0.000833 0.210375E-03 0.974737
31 361.846 0.27636E-02 -0.65624 0.037696 0.430657 0.975489
32 365.754 0.27341E-02 -0.17340E-01 0.000996 0.300676E-03 0.975490
33 376.750 0.26543E-02 0.16252 0.009335 0.264126E-01 0.975536
34 378.938 0.26390E-02 -0.32339 0.018576 0.104583 0.975718
35 388.619 0.25732E-02 0.18544 0.010652 0.343896E-01 0.975778
36 398.429 0.25099E-02 -0.44803 0.025736 0.200727 0.976129
37 405.331 0.24671E-02 -0.33609 0.019306 0.112953 0.976326
38 409.541 0.24418E-02 -0.10381E-01 0.000596 0.107762E-03 0.976326
39 422.267 0.23682E-02 0.36185 0.020786 0.130937 0.976555
40 432.544 0.23119E-02 0.23848 0.013699 0.568741E-01 0.97665441 434.792 0.22999E-02 -0.12513 0.007188 0.156575E-01 0.976682
42 441.688 0.22640E-02 -0.98997E-01 0.005687 0.980049E-02 0.976699
43 447.364 0.22353E-02 -0.43974 0.025260 0.193373 0.977037
44 466.513 0.21436E-02 -0.71164E-01 0.004088 0.506429E-02 0.977045
45 468.220 0.21357E-02 0.37615 0.021607 0.141492 0.977293
46 477.191 0.20956E-02 0.29970 0.017215 0.898182E-01 0.977449
47 492.936 0.20287E-02 0.50628E-01 0.002908 0.256323E-02 0.977454
48 500.078 0.19997E-02 1.1444 0.065737 1.30964 0.979741
49 504.116 0.19837E-02 -0.11030 0.006336 0.121650E-01 0.979762
50 508.667 0.19659E-02 0.54969 0.031576 0.302162 0.980290
51 521.522 0.19175E-02 -0.57522 0.033042 0.330877 0.980868
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52 524.706 0.19058E-02 -0.64877E-01 0.003727 0.420898E-02 0.980875
53 532.355 0.18784E-02 -0.19935 0.011451 0.397391E-01 0.980945
54 543.439 0.18401E-02 -0.36475 0.020952 0.133043 0.981177
55 553.313 0.18073E-02 1.6414 0.094287 2.69426 0.985883
56 554.936 0.18020E-02 0.96237 0.055281 0.926156 0.987500
57 569.607 0.17556E-02 -0.28384E-01 0.001630 0.805633E-03 0.98750158 570.880 0.17517E-02 -0.12601 0.007239 0.158794E-01 0.987529
59 576.154 0.17356E-02 -0.97701E-01 0.005612 0.954553E-02 0.987546
60 580.424 0.17229E-02 1.1615 0.066721 1.34917 0.989902
61 599.972 0.16667E-02 0.57970 0.033299 0.336056 0.990489
62 604.558 0.16541E-02 -0.69475 0.039908 0.482675 0.991332
63 613.679 0.16295E-02 -0.32724 0.018798 0.107087 0.991519
64 618.240 0.16175E-02 0.41791 0.024006 0.174648 0.991824
65 636.663 0.15707E-02 1.0607 0.060931 1.12515 0.993789
66 641.648 0.15585E-02 0.58417 0.033556 0.341258 0.994385
67 645.228 0.15498E-02 0.16637 0.009556 0.276778E-01 0.994433
68 658.131 0.15195E-02 0.94717E-01 0.005441 0.897139E-02 0.994449
69 667.880 0.14973E-02 -0.41234 0.023686 0.170021 0.994746
70 672.125 0.14878E-02 0.61362 0.035248 0.376533 0.995404
7 1 6 7 6. 32 2 0 .1 47 86 E- 02 0. 31 04 2 0. 01 783 1 0 .9 63 63 2E- 01 0 .9 9 55 7 2
72 682.124 0.14660E-02 0.16979E-01 0.000975 0.288297E-03 0.995572
73 690.280 0.14487E-02 -0.24367 0.013997 0.593760E-01 0.995676
74 696.591 0.14356E-02 -0.72085E-01 0.004141 0.519632E-02 0.995685
75 700.170 0.14282E-02 -0.32074 0.018424 0.102873 0.995865
76 712.746 0.14030E-02 0.18171 0.010438 0.330202E-01 0.995923
77 718.594 0.13916E-02 -0.31793 0.018262 0.101076 0.996099
78 719.740 0.13894E-02 0.12278 0.007053 0.150761E-01 0.996125
79 742.624 0.13466E-02 -0.52645E-01 0.003024 0.277150E-02 0.996130
80 745.811 0.13408E-02 0.51569E-01 0.002962 0.265934E-02 0.996135
81 754.387 0.13256E-02 -0.48236E-01 0.002771 0.232676E-02 0.996139
82 759.413 0.13168E-02 0.67344 0.038684 0.453523 0.996931
83 765.274 0.13067E-02 0.16232 0.009324 0.263474E-01 0.996977
84 769.331 0.12998E-02 -0.21659 0.012442 0.469127E-01 0.99705985 771.593 0.12960E-02 1.0762 0.061817 1.15810 0.999082
86 781.432 0.12797E-02 -0.19966E-01 0.001147 0.398658E-03 0.999082
87 785.992 0.12723E-02 -0.38735 0.022250 0.150039 0.999344
88 793.417 0.12604E-02 -0.32981 0.018945 0.108774 0.999534
89 795.960 0.12563E-02 0.17505 0.010055 0.306423E-01 0.999588
90 797.704 0.12536E-02 -0.18138 0.010419 0.328981E-01 0.999645
91 809.231 0.12357E-02 0.42147E-01 0.002421 0.177639E-02 0.999648
92 812.600 0.12306E-02 0.28425 0.016328 0.807960E-01 0.999789
93 816.895 0.12241E-02 -0.10147 0.005828 0.102953E-01 0.999807
94 824.575 0.12127E-02 -0.97571E-01 0.005605 0.952004E-02 0.999824
95 836.350 0.11957E-02 0.15572 0.008945 0.242498E-01 0.999866
96 841.843 0.11879E-02 -0.25629 0.014722 0.656839E-01 0.999981
97 845.433 0.11828E-02 0.42193E-01 0.002424 0.178025E-02 0.99998498 857.381 0.11663E-02 0.78083E-01 0.004485 0.609702E-02 0.999995
99 869.810 0.11497E-02 -0.34127E-03 0.000020 0.116463E-06 0.999995
100 877.488 0.11396E-02 0.54239E-01 0.003116 0.294184E-02 1.00000
SUM OF EFFECTIVE MASSES= 572.584
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***** PARTICIPATION FACTOR CALCULATION *****ROTX DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 34.8671 0.28680E-01 53.027 0.002801 2811.85 0.357225E-05
2 46.9195 0.21313E-01 18929. 1.000000 0.358312E+09 0.455212
3 48.1503 0.20768E-01 -6514.2 0.344136 0.424349E+08 0.509122
4 68.2426 0.14654E-01 -2819.4 0.148943 0.794883E+07 0.519221
5 71.8051 0.13927E-01 16550. 0.874303 0.273896E+09 0.867184
6 87.5445 0.11423E-01 1090.7 0.057620 0.118961E+07 0.868696
7 89.4820 0.11175E-01 6298.3 0.332728 0.396681E+08 0.919091
8 104.193 0.95976E-02 3571.2 0.188660 0.127533E+08 0.935293
9 116.117 0.86120E-02 1251.2 0.066100 0.156552E+07 0.937282
10 131.797 0.75874E-02 -1420.1 0.075020 0.201656E+07 0.939844
11 141.277 0.70783E-02 2565.0 0.135506 0.657933E+07 0.948202
12 175.852 0.56866E-02 776.58 0.041026 603076. 0.948969
13 177.570 0.56316E-02 -109.52 0.005786 11993.7 0.948984
14 185.442 0.53925E-02 -452.52 0.023906 204778. 0.949244
15 195.237 0.51220E-02 -1631.7 0.086199 0.266238E+07 0.952626
16 19 5 .9 03 0. 5104 6 E- 02 7 9 5. 98 0. 04 205 0 6 33 5 83 . 0 .9 53 4 31
17 208.176 0.48036E-02 -270.04 0.014266 72921.8 0.953524
18 22 2. 54 0 0 .4 4 93 6 E- 02 5 5 1. 22 0. 02 912 0 3 03 84 5. 0 .9 53 9 10
19 24 3 .6 6 4 0. 4104 0E- 02 9 9 9. 24 0. 05 27 88 9 984 7 3. 0 .9 55 17 8
20 268.698 0.37217E-02 -1376.1 0.072698 0.189366E+07 0.957584
21 277.931 0.35980E-02 -1361.8 0.071943 0.185457E+07 0.959940
22 287.073 0.34834E-02 -191.60 0.010122 36711.8 0.959987
23 289.868 0.34498E-02 -1427.4 0.075406 0.203741E+07 0.962575
24 3 03 .13 1 0. 329 89 E- 02 - 7 97 .6 8 0. 04 21 40 6 3 629 3. 0. 96 3 384
25 309.401 0.32321E-02 259.89 0.013730 67542.3 0.963469
26 321.153 0.31138E-02 -139.28 0.007358 19400.1 0.963494
27 331.200 0.30193E-02 -27.158 0.001435 737.574 0.96349528 340.580 0.29362E-02 500.55 0.026443 250546. 0.963813
29 348.570 0.28689E-02 -1165.4 0.061564 0.135805E+07 0.965539
30 353.270 0.28307E-02 150.01 0.007925 22503.6 0.965567
3 1 3 6 1. 84 6 0. 27 63 6 E- 02 - 883 .9 2 0. 04 66 9 6 7 813 09 . 0. 96 6 56 0
32 365.754 0.27341E-02 -79.774 0.004214 6363.84 0.966568
3 3 3 7 6. 75 0 0. 26 54 3 E- 02 3 .5 5 42 0. 00 0188 12. 63 22 0 .9 66 5 68
34 378.938 0.26390E-02 -650.13 0.034345 422667. 0.967105
35 388.619 0.25732E-02 316.61 0.016726 100241. 0.967232
36 398.429 0.25099E-02 -696.99 0.036821 485794. 0.967849
3 7 4 05 .3 3 1 0. 24 67 1E- 02 - 4 63 .3 0 0. 024 4 75 21 46 44 . 0. 96 8122
38 409.541 0.24418E-02 14.486 0.000765 209.838 0.968122
39 422.267 0.23682E-02 362.93 0.019173 131716. 0.968290
40 432.544 0.23119E-02 135.14 0.007139 18263.2 0.96831341 434.792 0.22999E-02 149.57 0.007902 22371.2 0.968341
42 441.688 0.22640E-02 312.58 0.016513 97709.3 0.968465
43 447.364 0.22353E-02 -179.84 0.009501 32344.2 0.968506
44 466.513 0.21436E-02 -73.253 0.003870 5365.98 0.968513
45 468.220 0.21357E-02 608.46 0.032144 370223. 0.968984
46 477.191 0.20956E-02 468.96 0.024774 219922. 0.969263
47 492.936 0.20287E-02 235.00 0.012415 55223.6 0.969333
48 500.078 0.19997E-02 1620.4 0.085605 0.262581E+07 0.972669
49 504.116 0.19837E-02 -472.52 0.024963 223279. 0.972953
5 0 5 08. 66 7 0. 19 65 9 E- 02 5 4 5. 76 0. 02 883 2 29 78 57 . 0 .9 73 3 31
51 521.522 0.19175E-02 -474.99 0.025093 225611. 0.973618
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52 524.706 0.19058E-02 -112.59 0.005948 12675.5 0.973634
53 532.355 0.18784E-02 -418.38 0.022103 175043. 0.973856
54 543.439 0.18401E-02 -470.20 0.024840 221088. 0.974137
55 553.313 0.18073E-02 2226.3 0.117614 0.495659E+07 0.980434
56 554.936 0.18020E-02 1087.8 0.057467 0.118331E+07 0.981937
57 569.607 0.17556E-02 -204.11 0.010783 41661.4 0.98199058 570.880 0.17517E-02 -206.98 0.010935 42841.6 0.982045
59 576.154 0.17356E-02 -47.351 0.002502 2242.16 0.982048
60 580.424 0.17229E-02 1708.7 0.090267 0.291956E+07 0.985757
61 599.972 0.16667E-02 699.14 0.036934 488792. 0.986378
62 604.558 0.16541E-02 -604.84 0.031953 365827. 0.986842
63 613.679 0.16295E-02 -54.352 0.002871 2954.12 0.986846
64 618.240 0.16175E-02 822.29 0.043440 676161. 0.987705
6 5 6 3 6. 66 3 0. 15 7 07 E- 02 14 7 7. 8 0. 07 807 0 0 .21 83 86 E+ 07 0. 99 04 80
6 6 6 4 1. 64 8 0. 15 585 E- 02 84 5 .20 0. 04 4 65 1 7 14 3 61. 0 .9 91 387
67 645.228 0.15498E-02 316.76 0.016734 100336. 0.991515
68 658.131 0.15195E-02 202.80 0.010714 41129.7 0.991567
69 667.880 0.14973E-02 -512.68 0.027084 262846. 0.991901
70 672.125 0.14878E-02 1126.0 0.059486 0.126790E+07 0.993512
71 676.322 0.14786E-02 339.76 0.017949 115439. 0.993658
72 682.124 0.14660E-02 18.408 0.000972 338.871 0.993659
73 690.280 0.14487E-02 -422.69 0.022330 178665. 0.993886
74 696.591 0.14356E-02 -36.460 0.001926 1329.35 0.993887
75 700.170 0.14282E-02 -217.37 0.011483 47249.4 0.993947
7 6 7 12. 74 6 0. 14 03 0E- 02 5 25 .10 0. 02 77 40 27 57 3 2. 0 .9 94 29 8
77 718.594 0.13916E-02 -152.37 0.008050 23218.0 0.994327
78 719.740 0.13894E-02 32.856 0.001736 1079.50 0.994328
79 742.624 0.13466E-02 -60.644 0.003204 3677.74 0.994333
80 745.811 0.13408E-02 80.182 0.004236 6429.08 0.994341
81 754.387 0.13256E-02 48.373 0.002555 2339.97 0.994344
82 759.413 0.13168E-02 430.59 0.022747 185406. 0.994580
83 765.274 0.13067E-02 18.258 0.000965 333.342 0.994580
84 769.331 0.12998E-02 -272.03 0.014371 73997.8 0.99467485 771.593 0.12960E-02 1791.9 0.094664 0.321092E+07 0.998753
86 781.432 0.12797E-02 15.107 0.000798 228.214 0.998754
87 785.992 0.12723E-02 -627.23 0.033136 393415. 0.999254
88 793.417 0.12604E-02 -398.78 0.021067 159027. 0.999456
89 795.960 0.12563E-02 81.178 0.004288 6589.79 0.999464
90 797.704 0.12536E-02 -187.91 0.009927 35310.3 0.999509
91 809.231 0.12357E-02 90.769 0.004795 8239.06 0.999519
92 812.600 0.12306E-02 352.85 0.018640 124501. 0.999677
93 816.895 0.12241E-02 -24.286 0.001283 589.807 0.999678
94 824.575 0.12127E-02 -186.99 0.009878 34964.1 0.999723
95 836.350 0.11957E-02 255.16 0.013479 65104.2 0.999805
9 6 84 1. 84 3 0. 1187 9 E- 02 - 3 73 .3 2 0. 019 7 22 13 9 36 6. 0. 99 9 982
97 845.433 0.11828E-02 -55.888 0.002952 3123.42 0.99998698 857.381 0.11663E-02 -71.468 0.003776 5107.70 0.999993
99 869.810 0.11497E-02 37.052 0.001957 1372.89 0.999995
100 877.488 0.11396E-02 -65.183 0.003444 4248.86 1.00000
SUM OF EFFECTIVE MASSES= 0.787139E+09
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***** PARTICIPATION FACTOR CALCULATION *****ROTY DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 34.8671 0.28680E-01 -1660.3 0.112368 0.275653E+07 0.576044E-02
2 46.9195 0.21313E-01 -14775. 1.000000 0.218313E+09 0.461979
3 48.1503 0.20768E-01 959.72 0.064954 921069. 0.463904
4 68.2426 0.14654E-01 -2957.2 0.200143 0.874504E+07 0.482179
5 71.8051 0.13927E-01 9753.9 0.660141 0.951377E+08 0.680993
6 87.5445 0.11423E-01 -6535.1 0.442295 0.427075E+08 0.770240
7 89.4820 0.11175E-01 -7730.0 0.523165 0.597527E+08 0.895108
8 10 4. 19 3 0 .9 5 97 6 E- 02 24 5 3. 8 0. 16 6 07 2 0 .6 021 07 E+ 07 0. 90 76 9 1
9 116.117 0.86120E-02 -1242.4 0.084087 0.154360E+07 0.910917
10 131.797 0.75874E-02 414.96 0.028084 172189. 0.911276
11 141.277 0.70783E-02 -4754.3 0.321769 0.226032E+08 0.958511
12 175.852 0.56866E-02 314.14 0.021261 98685.3 0.958718
13 177.570 0.56316E-02 -373.06 0.025249 139173. 0.959008
14 18 5. 44 2 0 .5 3 92 5E- 02 3 9 7. 44 0. 02 689 8 15 79 5 6. 0 .9 59 3 38
15 195.237 0.51220E-02 -364.78 0.024689 133067. 0.959617
16 195.903 0.51046E-02 835.24 0.056529 697628. 0.961074
17 208.176 0.48036E-02 -385.17 0.026068 148355. 0.961384
18 222.540 0.44936E-02 -106.87 0.007233 11421.6 0.961408
19 243.664 0.41040E-02 213.81 0.014471 45714.3 0.961504
20 268.698 0.37217E-02 785.33 0.053151 616744. 0.962793
21 277.931 0.35980E-02 -259.66 0.017574 67424.9 0.962934
22 287.073 0.34834E-02 1358.1 0.091917 0.184449E+07 0.966788
23 289.868 0.34498E-02 441.10 0.029853 194567. 0.967195
24 303.131 0.32989E-02 -320.77 0.021710 102894. 0.967410
25 309.401 0.32321E-02 198.80 0.013455 39522.7 0.967492
26 321.153 0.31138E-02 -44.454 0.003009 1976.19 0.967496
27 331.200 0.30193E-02 -166.01 0.011236 27560.3 0.96755428 340.580 0.29362E-02 51.508 0.003486 2653.09 0.967560
29 348.570 0.28689E-02 -487.84 0.033017 237986. 0.968057
30 353.270 0.28307E-02 174.94 0.011840 30603.1 0.968121
31 361.846 0.27636E-02 -381.95 0.025850 145886. 0.968426
32 365.754 0.27341E-02 -90.661 0.006136 8219.43 0.968443
33 376.750 0.26543E-02 -83.324 0.005639 6942.86 0.968457
34 378.938 0.26390E-02 96.647 0.006541 9340.72 0.968477
35 388.619 0.25732E-02 -267.57 0.018109 71593.9 0.968627
36 398.429 0.25099E-02 456.89 0.030923 208753. 0.969063
37 405.331 0.24671E-02 1203.1 0.081425 0.144742E+07 0.972088
38 409.541 0.24418E-02 -378.42 0.025612 143204. 0.972387
39 422.267 0.23682E-02 -184.22 0.012468 33936.5 0.972458
40 432.544 0.23119E-02 -587.39 0.039754 345025. 0.97317941 434.792 0.22999E-02 451.28 0.030543 203658. 0.973604
4 2 4 4 1. 68 8 0 .2 26 4 0E- 02 26 4 .3 0 0. 01 788 8 6 985 3 .2 0 .9 73 7 50
4 3 4 4 7. 36 4 0. 22 35 3 E- 02 6 6 2. 62 0. 04 4 84 6 4 39 06 3. 0 .9 74 6 68
44 466.513 0.21436E-02 10.082 0.000682 101.647 0.974668
45 468.220 0.21357E-02 131.62 0.008908 17322.6 0.974704
46 477.191 0.20956E-02 -387.75 0.026243 150348. 0.975018
47 492.936 0.20287E-02 144.94 0.009810 21008.4 0.975062
48 500.078 0.19997E-02 -17.763 0.001202 315.523 0.975063
49 504.116 0.19837E-02 -348.13 0.023561 121193. 0.975316
50 508.667 0.19659E-02 -464.14 0.031413 215427. 0.975766
51 521.522 0.19175E-02 1179.0 0.079794 0.139001E+07 0.978671
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52 524.706 0.19058E-02 238.56 0.016146 56911.2 0.978790
53 532.355 0.18784E-02 -442.48 0.029947 195786. 0.979199
5 4 5 4 3. 43 9 0. 18 401 E- 02 84 4 .7 8 0. 05 7 17 4 7 13 6 47 . 0 .9 80 69 1
55 553.313 0.18073E-02 -323.89 0.021921 104906. 0.980910
56 554.936 0.18020E-02 -638.68 0.043226 407910. 0.981762
57 569.607 0.17556E-02 -741.98 0.050217 550528. 0.98291358 570.880 0.17517E-02 547.16 0.037032 299385. 0.983538
59 576.154 0.17356E-02 21.146 0.001431 447.132 0.983539
60 580.424 0.17229E-02 240.46 0.016274 57820.8 0.983660
61 599.972 0.16667E-02 -610.45 0.041315 372651. 0.984439
62 604.558 0.16541E-02 -722.18 0.048877 521537. 0.985529
63 613.679 0.16295E-02 477.08 0.032288 227601. 0.986004
6 4 6 18. 24 0 0. 16 17 5 E- 02 7 10. 08 0. 04 805 8 5 04 215 . 0 .9 87 05 8
65 636.663 0.15707E-02 -561.39 0.037995 315164. 0.987717
6 6 6 4 1. 64 8 0. 15 585 E- 02 4 9 .3 50 0. 00 33 40 24 35 .4 5 0 .9 87 7 22
67 645.228 0.15498E-02 459.18 0.031077 210843. 0.988162
68 658.131 0.15195E-02 -37.406 0.002532 1399.23 0.988165
69 667.880 0.14973E-02 495.85 0.033559 245868. 0.988679
70 672.125 0.14878E-02 423.92 0.028691 179705. 0.989055
71 676.322 0.14786E-02 -301.49 0.020405 90897.1 0.989245
72 682.124 0.14660E-02 -253.38 0.017149 64201.4 0.989379
73 690.280 0.14487E-02 472.89 0.032005 223628. 0.989846
7 4 6 9 6. 59 1 0. 14 35 6 E- 02 - 4 40. 00 0. 029 7 79 19 3 59 7. 0. 99 025 1
75 700.170 0.14282E-02 220.81 0.014945 48758.8 0.990353
76 712.746 0.14030E-02 386.42 0.026153 149322. 0.990665
77 718.594 0.13916E-02 329.73 0.022316 108721. 0.990892
78 719.740 0.13894E-02 425.94 0.028828 181424. 0.991271
79 742.624 0.13466E-02 -323.23 0.021876 104479. 0.991489
80 745.811 0.13408E-02 34.455 0.002332 1187.17 0.991492
81 754.387 0.13256E-02 -61.009 0.004129 3722.09 0.991500
82 759.413 0.13168E-02 -1182.6 0.080037 0.139850E+07 0.994422
83 7 6 5. 27 4 0. 13 06 7 E- 02 - 6 74 .18 0. 04 56 29 4 5 45 21 . 0. 99 5 37 2
84 769.331 0.12998E-02 68.136 0.004611 4642.51 0.99538285 771.593 0.12960E-02 379.05 0.025654 143678. 0.995682
86 781.432 0.12797E-02 -179.48 0.012147 32213.1 0.995749
87 785.992 0.12723E-02 158.73 0.010743 25195.7 0.995802
88 793.417 0.12604E-02 570.65 0.038621 325638. 0.996482
89 795.960 0.12563E-02 -432.12 0.029246 186729. 0.996873
90 797.704 0.12536E-02 346.37 0.023442 119972. 0.997123
91 809.231 0.12357E-02 -166.77 0.011287 27810.8 0.997181
92 812.600 0.12306E-02 -180.24 0.012199 32486.9 0.997249
93 816.895 0.12241E-02 456.58 0.030901 208465. 0.997685
94 824.575 0.12127E-02 -46.914 0.003175 2200.96 0.997689
95 836.350 0.11957E-02 0.45064 0.000030 0.203074 0.997689
96 841.843 0.11879E-02 124.22 0.008407 15431.6 0.997722
97 845.433 0.11828E-02 620.14 0.041971 384570. 0.99852598 857.381 0.11663E-02 -479.09 0.032425 229527. 0.999005
99 869.810 0.11497E-02 -670.28 0.045365 449276. 0.999944
100 877.488 0.11396E-02 163.86 0.011090 26850.5 1.00000
SUM OF EFFECTIVE MASSES= 0.478527E+09
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***** PARTICIPATION FACTOR CALCULATION *****ROTZ DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 34.8671 0.28680E-01 4383.5 0.154222 0.192149E+08 0.151829E-01
2 46.9195 0.21313E-01 640.40 0.022531 410108. 0.155069E-01
3 48.1503 0.20768E-01 -3172.6 0.111619 0.100651E+08 0.234600E-01
4 68.2426 0.14654E-01 -28423. 1.000000 0.807873E+09 0.661811
5 71.8051 0.13927E-01 -7255.1 0.255254 0.526366E+08 0.703402
6 87.5445 0.11423E-01 -11551. 0.406381 0.133416E+09 0.808823
7 89.4820 0.11175E-01 6539.8 0.230088 0.427694E+08 0.842617
8 104.193 0.95976E-02 -201.75 0.007098 40702.2 0.842650
9 116.117 0.86120E-02 -5753.1 0.202408 0.330976E+08 0.868802
10 131.797 0.75874E-02 -303.37 0.010673 92031.8 0.868875
11 141.277 0.70783E-02 1077.2 0.037898 0.116032E+07 0.869792
12 175.852 0.56866E-02 -7194.8 0.253132 0.517650E+08 0.910694
13 177.570 0.56316E-02 -1920.3 0.067560 0.368738E+07 0.913608
14 185.442 0.53925E-02 -2465.3 0.086737 0.607783E+07 0.918410
15 195.237 0.51220E-02 274.30 0.009651 75240.3 0.918470
16 195.903 0.51046E-02 -3629.7 0.127702 0.131746E+08 0.928880
17 208.176 0.48036E-02 -879.10 0.030929 772813. 0.929491
18 222.540 0.44936E-02 -120.45 0.004238 14508.2 0.929502
19 243.664 0.41040E-02 -74.516 0.002622 5552.69 0.929506
20 268.698 0.37217E-02 -1869.1 0.065759 0.349346E+07 0.932267
21 277.931 0.35980E-02 4602.4 0.161926 0.211823E+08 0.949004
22 287.073 0.34834E-02 3031.6 0.106659 0.919042E+07 0.956266
23 289.868 0.34498E-02 -3814.4 0.134201 0.145498E+08 0.967763
24 303.131 0.32989E-02 -404.96 0.014248 163995. 0.967893
25 309.401 0.32321E-02 -10.865 0.000382 118.038 0.967893
26 321.153 0.31138E-02 1279.2 0.045006 0.163635E+07 0.969186
27 3 3 1. 20 0 0. 3019 3 E- 02 - 6 80. 91 0. 023 9 56 4 6 36 44 . 0. 96 9 55 228 3 4 0. 58 0 0 .2 93 6 2E- 02 7 3 7. 40 0. 02 59 4 4 5 43 7 66 . 0 .9 69 9 82
29 348.570 0.28689E-02 -1113.6 0.039179 0.124005E+07 0.970961
30 353.270 0.28307E-02 -577.76 0.020327 333811. 0.971225
31 361.846 0.27636E-02 154.42 0.005433 23844.6 0.971244
32 365.754 0.27341E-02 744.89 0.026207 554856. 0.971683
33 376.750 0.26543E-02 2663.9 0.093724 0.709649E+07 0.977290
34 378.938 0.26390E-02 1812.2 0.063758 0.328408E+07 0.979885
35 388.619 0.25732E-02 -725.36 0.025520 526151. 0.980301
36 398.429 0.25099E-02 400.28 0.014083 160224. 0.980427
37 405.331 0.24671E-02 348.07 0.012246 121153. 0.980523
38 409.541 0.24418E-02 394.14 0.013867 155350. 0.980646
39 422.267 0.23682E-02 -150.64 0.005300 22692.6 0.980664
40 432.544 0.23119E-02 521.80 0.018358 272276. 0.98087941 434.792 0.22999E-02 -664.98 0.023396 442202. 0.981228
42 441.688 0.22640E-02 981.00 0.034514 962362. 0.981989
43 447.364 0.22353E-02 -365.05 0.012844 133265. 0.982094
44 466.513 0.21436E-02 -625.15 0.021994 390814. 0.982403
45 468.220 0.21357E-02 -60.982 0.002146 3718.79 0.982406
46 477.191 0.20956E-02 -66.255 0.002331 4389.73 0.982409
47 492.936 0.20287E-02 1010.1 0.035538 0.102030E+07 0.983215
48 500.078 0.19997E-02 -400.03 0.014074 160020. 0.983342
49 504.116 0.19837E-02 266.71 0.009384 71134.2 0.983398
50 508.667 0.19659E-02 -1.1080 0.000039 1.22759 0.983398
51 521.522 0.19175E-02 -337.33 0.011868 113793. 0.983488
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52 524.706 0.19058E-02 278.56 0.009800 77593.5 0.983549
53 532.355 0.18784E-02 -541.84 0.019064 293595. 0.983781
54 543.439 0.18401E-02 -241.05 0.008481 58105.3 0.983827
55 553.313 0.18073E-02 185.47 0.006525 34399.7 0.983854
56 554.936 0.18020E-02 125.21 0.004405 15677.6 0.983867
57 569.607 0.17556E-02 -110.09 0.003873 12119.6 0.98387658 570.880 0.17517E-02 110.12 0.003874 12126.0 0.983886
59 576.154 0.17356E-02 -18.616 0.000655 346.545 0.983886
60 580.424 0.17229E-02 31.556 0.001110 995.807 0.983887
61 599.972 0.16667E-02 176.59 0.006213 31182.7 0.983912
62 604.558 0.16541E-02 715.83 0.025185 512416. 0.984316
63 613.679 0.16295E-02 -203.01 0.007142 41211.6 0.984349
64 618.240 0.16175E-02 -72.832 0.002562 5304.52 0.984353
65 636.663 0.15707E-02 -244.53 0.008603 59796.0 0.984400
66 641.648 0.15585E-02 -279.96 0.009850 78376.5 0.984462
67 645.228 0.15498E-02 -1025.8 0.036092 0.105237E+07 0.985294
68 658.131 0.15195E-02 -36.302 0.001277 1317.81 0.985295
69 667.880 0.14973E-02 347.16 0.012214 120521. 0.985390
70 672.125 0.14878E-02 620.88 0.021844 385498. 0.985695
71 676.322 0.14786E-02 -447.02 0.015727 199829. 0.985853
72 682.124 0.14660E-02 -62.476 0.002198 3903.20 0.985856
73 690.280 0.14487E-02 -149.40 0.005256 22319.3 0.985873
7 4 6 9 6. 59 1 0. 14 35 6 E- 02 - 27 1. 21 0. 009 5 42 7 3 55 2. 6 0. 985 9 31
75 700.170 0.14282E-02 -574.28 0.020205 329795. 0.986192
76 712.746 0.14030E-02 -900.48 0.031681 810859. 0.986833
77 718.594 0.13916E-02 503.16 0.017703 253173. 0.987033
78 719.740 0.13894E-02 -635.95 0.022374 404433. 0.987352
79 742.624 0.13466E-02 16.022 0.000564 256.714 0.987353
80 745.811 0.13408E-02 -505.14 0.017772 255162. 0.987554
81 754.387 0.13256E-02 -641.77 0.022579 411873. 0.987880
82 759.413 0.13168E-02 480.47 0.016904 230850. 0.988062
83 765.274 0.13067E-02 -450.75 0.015858 203172. 0.988223
84 769.331 0.12998E-02 -145.30 0.005112 21111.6 0.98823985 771.593 0.12960E-02 114.83 0.004040 13185.3 0.988250
86 781.432 0.12797E-02 148.26 0.005216 21979.6 0.988267
87 785.992 0.12723E-02 438.57 0.015430 192347. 0.988419
88 793.417 0.12604E-02 972.82 0.034226 946375. 0.989167
89 795.960 0.12563E-02 -279.31 0.009827 78012.5 0.989229
90 797.704 0.12536E-02 -181.96 0.006402 33107.7 0.989255
91 809.231 0.12357E-02 1119.9 0.039400 0.125414E+07 0.990246
92 812.600 0.12306E-02 226.25 0.007960 51187.4 0.990286
93 816.895 0.12241E-02 -128.14 0.004508 16418.6 0.990299
94 824.575 0.12127E-02 -366.87 0.012908 134595. 0.990405
95 836.350 0.11957E-02 -1880.7 0.066168 0.353702E+07 0.993200
96 841.843 0.11879E-02 -1864.7 0.065606 0.347717E+07 0.995948
97 845.433 0.11828E-02 -2209.2 0.077725 0.488048E+07 0.99980498 857.381 0.11663E-02 228.76 0.008048 52329.1 0.999845
99 869.810 0.11497E-02 -441.05 0.015517 194523. 0.999999
100 877.488 0.11396E-02 32.052 0.001128 1027.32 1.00000
SUM OF EFFECTIVE MASSES= 0.126556E+10
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표 37-2 레일이송장치에 대한 주요 모드계수(수중)
***** PARTICIPATION FACTOR CALCULATION ***** X DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 33.9530 0.29453E-01 -4.0230 0.258820 16.1842 0.265179E-01
2 44.8584 0.22292E-01 0.98183 0.063167 0.963992 0.280974E-01
3 45.6437 0.21909E-01 -3.3582 0.216049 11.2772 0.465751E-01
4 65.4179 0.15286E-01 -7.8334 0.503965 61.3616 0.147116
5 67.0526 0.14914E-01 15.543 1.000000 241.599 0.542977
6 81.8060 0.12224E-01 2.4237 0.155929 5.87424 0.552602
7 85.2742 0.11727E-01 6.3950 0.411430 40.8966 0.619611
8 97.3887 0.10268E-01 -2.4152 0.155386 5.83336 0.629169
9 113.657 0.87984E-02 8.5729 0.551544 73.4946 0.749590
10 122.479 0.81647E-02 -3.8826 0.249788 15.0744 0.774290
11 13 1. 08 7 0 .7 6 28 5E- 02 2 .7 97 0 0. 17 9 94 8 7 .82 328 0 .7 87 108
12 14 3 .83 6 0 .6 9 52 4E- 02 2. 24 12 0. 14 4 19 0 5 .02 301 0 .7 95 3 3813 145.991 0.68497E-02 2.1875 0.140732 4.78497 0.803179
14 169.050 0.59154E-02 1.1538 0.074233 1.33134 0.805360
15 172.306 0.58036E-02 -1.1633 0.074841 1.35325 0.807577
16 174.286 0.57377E-02 0.73620 0.047364 0.541984 0.808465
17 179.076 0.55842E-02 -0.33885 0.021800 0.114817 0.808654
18 183.050 0.54630E-02 -1.7107 0.110062 2.92663 0.813449
19 195.622 0.51119E-02 -0.42151 0.027118 0.177669 0.813740
20 200.515 0.49871E-02 0.91457 0.058840 0.836438 0.815110
21 206.568 0.48410E-02 -0.60915 0.039190 0.371067 0.815718
22 226.687 0.44114E-02 3.1604 0.203328 9.98830 0.832084
23 25 2. 46 2 0 .3 9 61 0E- 02 0. 85 13 2 0. 05 4 77 0 0 .7 24 75 1 0 .83 3 27 2
24 255.195 0.39186E-02 0.97083 0.062459 0.942503 0.834816
25 271.977 0.36768E-02 -5.4689 0.351847 29.9092 0.88382226 274.982 0.36366E-02 -1.4676 0.094420 2.15388 0.887351
27 280.562 0.35643E-02 0.98513 0.063379 0.970490 0.888942
28 283.632 0.35257E-02 -1.2165 0.078262 1.47976 0.891366
29 286.047 0.34959E-02 1.6310 0.104932 2.66020 0.895725
30 290.464 0.34428E-02 -0.65335 0.042034 0.426862 0.896424
31 305.722 0.32709E-02 -2.9224 0.188012 8.54021 0.910417
32 314.454 0.31801E-02 -1.4473 0.093116 2.09480 0.913850
33 324.195 0.30846E-02 2.7702 0.178225 7.67417 0.926424
34 329.678 0.30333E-02 -0.55311 0.035584 0.305925 0.926925
35 336.280 0.29737E-02 1.0497 0.067531 1.10178 0.928731
36 342.615 0.29187E-02 1.9212 0.123603 3.69108 0.934778
37 354.355 0.28220E-02 0.28002E-01 0.001802 0.784097E-03 0.934780
38 359.909 0.27785E-02 1.1124 0.071570 1.23754 0.936807
39 367.613 0.27203E-02 -0.92265E-01 0.005936 0.851285E-02 0.936821
40 367.885 0.27182E-02 -0.20366E-01 0.001310 0.414773E-03 0.936822
41 377.377 0.26499E-02 2.0212 0.130037 4.08538 0.943516
42 381.161 0.26236E-02 0.97709 0.062862 0.954699 0.945080
43 382.096 0.26171E-02 0.48439 0.031163 0.234630 0.945465
44 398.659 0.25084E-02 0.20895 0.013443 0.436605E-01 0.945536
45 401.855 0.24885E-02 0.89473 0.057563 0.800550 0.946848
46 404.250 0.24737E-02 0.57765 0.037164 0.333680 0.947395
47 410.703 0.24348E-02 -0.19594 0.012606 0.383919E-01 0.947457
48 413.920 0.24159E-02 -0.30874 0.019863 0.953195E-01 0.947614
49 419.937 0.23813E-02 0.63318 0.040736 0.400912 0.948271
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50 425.245 0.23516E-02 0.46538 0.029941 0.216582 0.948625
51 431.733 0.23162E-02 0.79023 0.050840 0.624469 0.949649
52 438.884 0.22785E-02 -0.22279 0.014333 0.496336E-01 0.949730
53 449.932 0.22226E-02 -0.14160 0.009110 0.200513E-01 0.949763
54 455.319 0.21963E-02 0.68258E-01 0.004391 0.465912E-02 0.949770
55 457.660 0.21850E-02 0.21983 0.014143 0.483264E-01 0.94985056 464.388 0.21534E-02 -0.63923E-01 0.004113 0.408619E-02 0.949856
57 472.713 0.21154E-02 -0.60394 0.038855 0.364749 0.950454
58 479.253 0.20866E-02 -0.19872 0.012784 0.394877E-01 0.950519
59 488.040 0.20490E-02 2.3893 0.153715 5.70860 0.959872
60 495.781 0.20170E-02 -1.4842 0.095484 2.20271 0.963481
61 501.777 0.19929E-02 -2.3154 0.148960 5.36086 0.972265
62 509.771 0.19617E-02 -0.22125 0.014234 0.489502E-01 0.972345
63 514.573 0.19434E-02 0.48571 0.031249 0.235916 0.972732
64 518.643 0.19281E-02 0.72727 0.046789 0.528917 0.973599
65 526.119 0.19007E-02 -0.51686 0.033253 0.267146 0.974036
66 527.560 0.18955E-02 -0.65390 0.042069 0.427583 0.974737
67 532.041 0.18796E-02 0.21091 0.013569 0.444837E-01 0.974810
68 535.133 0.18687E-02 -0.83862E-01 0.005395 0.703288E-02 0.974821
69 541.867 0.18455E-02 -0.27924 0.017965 0.779742E-01 0.974949
70 544.620 0.18361E-02 -0.27995 0.018011 0.783729E-01 0.975077
71 546.625 0.18294E-02 0.34132 0.021959 0.116500 0.975268
72 549.052 0.18213E-02 -0.46659 0.030018 0.217702 0.975625
73 554.204 0.18044E-02 0.36573 0.023530 0.133762 0.975844
7 4 5 5 7. 97 2 0. 17 922 E- 02 0. 19 23 0 0. 01 23 7 2 0 .3 69 79 5 E- 01 0 .9 7 59 05
75 562.833 0.17767E-02 -1.6880 0.108600 2.84942 0.980574
76 565.754 0.17676E-02 0.60945 0.039209 0.371429 0.981182
77 573.064 0.17450E-02 0.58692 0.037760 0.344481 0.981747
78 579.509 0.17256E-02 -0.70970 0.045659 0.503680 0.982572
79 584.647 0.17104E-02 -0.99154 0.063792 0.983160 0.984183
80 588.617 0.16989E-02 -0.29814 0.019181 0.888904E-01 0.984328
81 588.824 0.16983E-02 0.19905 0.012806 0.396222E-01 0.984393
82 595.765 0.16785E-02 0.91351 0.058771 0.834495 0.98576183 600.929 0.16641E-02 0.46139 0.029684 0.212881 0.986109
84 608.913 0.16423E-02 -0.87013 0.055980 0.757119 0.987350
85 612.445 0.16328E-02 -0.66159 0.042564 0.437697 0.988067
86 614.022 0.16286E-02 1.0328 0.066447 1.06671 0.989815
87 619.817 0.16134E-02 -0.77941 0.050144 0.607476 0.990810
88 623.534 0.16038E-02 0.51026 0.032828 0.260363 0.991237
89 632.681 0.15806E-02 0.66033 0.042483 0.436034 0.991951
90 634.571 0.15759E-02 -0.29255 0.018822 0.855872E-01 0.992092
91 638.320 0.15666E-02 -0.13715 0.008824 0.188115E-01 0.992122
92 639.362 0.15641E-02 0.40668 0.026164 0.165390 0.992393
93 648.029 0.15431E-02 -0.82619 0.053154 0.682591 0.993512
94 657.554 0.15208E-02 0.95995 0.061759 0.921506 0.995022
95 661.392 0.15120E-02 0.65989 0.042454 0.435453 0.99573596 662.312 0.15099E-02 1.2389 0.079703 1.53476 0.998250
97 665.951 0.15016E-02 0.37974 0.024431 0.144202 0.998486
98 667.561 0.14980E-02 0.72144 0.046414 0.520478 0.999339
99 676.943 0.14772E-02 -0.62324 0.040097 0.388426 0.999975
100 683.029 0.14641E-02 -0.12238 0.007873 0.149759E-01 1.00000
SUM OF EFFECTIVE MASSES= 610.313
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***** PARTICIPATION FACTOR CALCULATION ***** Y DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 3 3 .9 53 0 0. 29 45 3 E- 01 - 7 .9 7 88 0. 64 34 6 2 6 3 .6 6 06 0. 105 6 61
2 44.8584 0.22292E-01 -0.91682 0.073939 0.840566 0.107056
3 45.6437 0.21909E-01 -6.6669 0.537664 44.4476 0.180828
4 65.4179 0.15286E-01 -1.1019 0.088863 1.21414 0.182843
5 67.0526 0.14914E-01 -3.2648 0.263296 10.6590 0.200534
6 81.8060 0.12224E-01 -2.0592 0.166067 4.24024 0.207572
7 85.2742 0.11727E-01 -12.400 1.000000 153.754 0.462765
8 9 7 .3 88 7 0. 10 26 8E- 01 6 .8 902 0. 55 5 67 0 4 7. 47 4 4 0 .5 41 56 0
9 113.657 0.87984E-02 6.0823 0.490516 36.9941 0.602961
10 122.479 0.81647E-02 -1.6664 0.134389 2.77687 0.607570
11 131.087 0.76285E-02 1.9590 0.157984 3.83752 0.613940
12 143.836 0.69524E-02 -0.43086 0.034748 0.185643 0.614248
13 145.991 0.68497E-02 1.1647 0.093930 1.35653 0.616499
14 169.050 0.59154E-02 7.5849 0.611699 57.5310 0.711986
15 172.306 0.58036E-02 1.1947 0.096346 1.42721 0.714355
16 174.286 0.57377E-02 -0.50817E-01 0.004098 0.258236E-02 0.714359
17 179.076 0.55842E-02 -2.1795 0.175773 4.75040 0.722244
18 183.050 0.54630E-02 -4.1727 0.336518 17.4118 0.751143
19 195.622 0.51119E-02 -1.6418 0.132402 2.69536 0.755617
20 200.515 0.49871E-02 1.1236 0.090615 1.26249 0.757712
21 206.568 0.48410E-02 -1.4114 0.113823 1.99197 0.761018
22 226.687 0.44114E-02 1.0127 0.081671 1.02557 0.762721
23 252.462 0.39610E-02 -1.7553 0.141558 3.08102 0.767834
24 255.195 0.39186E-02 4.1319 0.333225 17.0727 0.796171
25 271.977 0.36768E-02 -1.4233 0.114787 2.02587 0.799533
26 274.982 0.36366E-02 4.5586 0.367634 20.7805 0.834024
27 280.562 0.35643E-02 -1.6605 0.133913 2.75723 0.83860028 283.632 0.35257E-02 0.56927 0.045909 0.324064 0.839138
29 286.047 0.34959E-02 1.5104 0.121808 2.28127 0.842924
30 290.464 0.34428E-02 -0.35115 0.028319 0.123307 0.843129
31 305.722 0.32709E-02 0.74882 0.060390 0.560727 0.844059
32 314.454 0.31801E-02 1.3955 0.112540 1.94732 0.847291
33 324.195 0.30846E-02 2.2811 0.183961 5.20329 0.855928
34 329.678 0.30333E-02 -0.38395 0.030964 0.147414 0.856172
35 336.280 0.29737E-02 0.35626 0.028731 0.126918 0.856383
3 6 3 4 2. 61 5 0. 29 187 E- 02 0. 42 99 1 0. 03 4 67 1 0 .184 822 0 .85 6 69 0
37 354.355 0.28220E-02 0.55623 0.044858 0.309394 0.857203
38 359.909 0.27785E-02 -0.45015 0.036303 0.202632 0.857540
39 367.613 0.27203E-02 0.91716E-01 0.007397 0.841186E-02 0.857553
40 367.885 0.27182E-02 -0.45839 0.036968 0.210124 0.85790241 377.377 0.26499E-02 -0.64447 0.051974 0.415341 0.858592
42 381.161 0.26236E-02 1.1081 0.089366 1.22792 0.860630
43 382.096 0.26171E-02 0.85192E-01 0.006870 0.725768E-02 0.860642
44 398.659 0.25084E-02 -0.85069 0.068606 0.723681 0.861843
45 401.855 0.24885E-02 0.93297 0.075241 0.870439 0.863288
46 404.250 0.24737E-02 0.33456 0.026981 0.111932 0.863473
47 410.703 0.24348E-02 0.53922E-01 0.004349 0.290758E-02 0.863478
48 413.920 0.24159E-02 1.0403 0.083894 1.08214 0.865274
49 419.937 0.23813E-02 1.0510 0.084761 1.10464 0.867108
50 425.245 0.23516E-02 0.41736 0.033659 0.174189 0.867397
51 431.733 0.23162E-02 1.5336 0.123676 2.35178 0.871300
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52 438.884 0.22785E-02 1.1410 0.092020 1.30195 0.873461
53 449.932 0.22226E-02 -1.1993 0.096719 1.43831 0.875848
54 455.319 0.21963E-02 -1.4077 0.113524 1.98153 0.879137
55 457.660 0.21850E-02 0.98778 0.079662 0.975717 0.880757
56 464.388 0.21534E-02 -2.3277 0.187720 5.41811 0.889749
57 472.713 0.21154E-02 0.59441 0.047937 0.353326 0.89033658 479.253 0.20866E-02 -1.4048 0.113290 1.97339 0.893611
59 488.040 0.20490E-02 -0.44937 0.036240 0.201935 0.893946
60 495.781 0.20170E-02 1.0439 0.084188 1.08975 0.895755
61 501.777 0.19929E-02 0.92869 0.074896 0.862464 0.897186
62 509.771 0.19617E-02 -1.3035 0.105125 1.69916 0.900007
63 514.573 0.19434E-02 3.0018 0.242086 9.01084 0.914962
64 518.643 0.19281E-02 1.6520 0.133225 2.72894 0.919492
65 526.119 0.19007E-02 -2.6641 0.214848 7.09719 0.931271
66 527.560 0.18955E-02 -3.0972 0.249776 9.59236 0.947192
67 532.041 0.18796E-02 0.29464 0.023762 0.868136E-01 0.947336
68 535.133 0.18687E-02 -0.49021 0.039534 0.240302 0.947735
69 541.867 0.18455E-02 -1.5456 0.124648 2.38891 0.951700
70 544.620 0.18361E-02 -1.1052 0.089131 1.22148 0.953727
71 546.625 0.18294E-02 1.1658 0.094015 1.35901 0.955983
72 549.052 0.18213E-02 2.7679 0.223224 7.66137 0.968699
73 554.204 0.18044E-02 -1.3113 0.105756 1.71962 0.971553
74 557.972 0.17922E-02 0.92628 0.074701 0.857992 0.972977
75 562.833 0.17767E-02 0.28058 0.022628 0.787252E-01 0.973108
76 565.754 0.17676E-02 -2.3045 0.185853 5.31086 0.981923
77 573.064 0.17450E-02 -1.1656 0.094002 1.35864 0.984178
78 579.509 0.17256E-02 0.30324 0.024455 0.919557E-01 0.984330
79 584.647 0.17104E-02 0.26830 0.021638 0.719853E-01 0.984450
80 588.617 0.16989E-02 -0.33331 0.026880 0.111094 0.984634
81 588.824 0.16983E-02 0.29872 0.024091 0.892358E-01 0.984782
82 595.765 0.16785E-02 -0.54329 0.043815 0.295165 0.985272
83 600.929 0.16641E-02 0.18292 0.014752 0.334610E-01 0.985328
84 608.913 0.16423E-02 -0.15427 0.012441 0.237996E-01 0.98536785 612.445 0.16328E-02 0.21625 0.017440 0.467622E-01 0.985445
86 614.022 0.16286E-02 -0.31597 0.025482 0.998368E-01 0.985610
87 619.817 0.16134E-02 0.72011 0.058075 0.518559 0.986471
88 623.534 0.16038E-02 -0.59388 0.047894 0.352689 0.987057
89 632.681 0.15806E-02 0.71360 0.057549 0.509220 0.987902
90 634.571 0.15759E-02 -0.44986 0.036280 0.202376 0.988238
91 638.320 0.15666E-02 0.81072 0.065382 0.657263 0.989328
92 639.362 0.15641E-02 -0.79190 0.063865 0.627113 0.990369
93 648.029 0.15431E-02 -0.22101 0.017824 0.488452E-01 0.990450
94 657.554 0.15208E-02 -1.7576 0.141743 3.08910 0.995578
95 661.392 0.15120E-02 0.80978 0.065306 0.655746 0.996666
96 662.312 0.15099E-02 -0.41321E-01 0.003332 0.170739E-02 0.996669
97 665.951 0.15016E-02 -0.74303 0.059923 0.552091 0.99758598 667.561 0.14980E-02 -0.61926 0.049942 0.383488 0.998222
99 676.943 0.14772E-02 0.86325 0.069618 0.745203 0.999458
100 683.029 0.14641E-02 -0.57122 0.046067 0.326296 1.00000
S UM O F EF F EC TI VE M ASS ES= 6 02. 500
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***** PARTICIPATION FACTOR CALCULATION ***** Z DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 33.9530 0.29453E-01 0.23461 0.013948 0.550398E-01 0.790842E-04
2 44.8584 0.22292E-01 -16.820 1.000000 282.896 0.406559
3 45.6437 0.21909E-01 8.6498 0.514271 74.8187 0.514063
4 65.4179 0.15286E-01 11.231 0.667719 126.129 0.695292
5 67.0526 0.14914E-01 7.6783 0.456512 58.9564 0.780004
6 81.8060 0.12224E-01 8.5193 0.506514 72.5787 0.884289
7 85.2742 0.11727E-01 -3.6023 0.214176 12.9768 0.902935
8 97.3887 0.10268E-01 2.6461 0.157324 7.00191 0.912995
9 113.657 0.87984E-02 1.2054 0.071666 1.45297 0.915083
10 122.479 0.81647E-02 0.75207 0.044714 0.565606 0.915896
11 131.087 0.76285E-02 2.9165 0.173398 8.50578 0.928117
12 143.836 0.69524E-02 -0.49170 0.029234 0.241766 0.928465
13 145.991 0.68497E-02 -0.19640 0.011677 0.385711E-01 0.928520
14 169.050 0.59154E-02 0.10383 0.006173 0.107803E-01 0.928536
15 172.306 0.58036E-02 0.54818 0.032592 0.300501 0.928967
16 174.286 0.57377E-02 -0.39015E-01 0.002320 0.152214E-02 0.928970
17 179.076 0.55842E-02 -0.24143E-01 0.001435 0.582874E-03 0.928970
18 183.050 0.54630E-02 -1.6385 0.097419 2.68483 0.932828
19 195.622 0.51119E-02 -0.26847 0.015962 0.720755E-01 0.932932
20 200.515 0.49871E-02 -0.50737 0.030166 0.257423 0.933302
21 206.568 0.48410E-02 0.44361 0.026375 0.196791 0.933584
22 226.687 0.44114E-02 1.1835 0.070362 1.40058 0.935597
23 252.462 0.39610E-02 -1.9585 0.116441 3.83567 0.941108
24 255.195 0.39186E-02 -1.9461 0.115707 3.78746 0.946550
25 271.977 0.36768E-02 -1.0955 0.065134 1.20015 0.948275
26 274.982 0.36366E-02 0.61504 0.036567 0.378275 0.948818
27 280.562 0.35643E-02 -0.38732 0.023028 0.150016 0.94903428 283.632 0.35257E-02 -0.89844E-01 0.005342 0.807195E-02 0.949045
29 286.047 0.34959E-02 -0.68357 0.040641 0.467265 0.949717
30 290.464 0.34428E-02 -0.96846E-01 0.005758 0.937909E-02 0.949730
31 305.722 0.32709E-02 -0.42512E-02 0.000253 0.180724E-04 0.949730
32 314.454 0.31801E-02 1.3072 0.077718 1.70870 0.952185
33 324.195 0.30846E-02 0.13127 0.007805 0.172326E-01 0.952210
34 329.678 0.30333E-02 0.67000 0.039835 0.448904 0.952855
35 336.280 0.29737E-02 0.70982 0.042202 0.503846 0.953579
36 342.615 0.29187E-02 -0.52923 0.031465 0.280087 0.953981
37 354.355 0.28220E-02 0.22799 0.013555 0.519804E-01 0.954056
38 359.909 0.27785E-02 0.21692 0.012897 0.470546E-01 0.954124
39 367.613 0.27203E-02 0.13444 0.007993 0.180731E-01 0.954150
40 367.885 0.27182E-02 -0.54087E-01 0.003216 0.292538E-02 0.95415441 377.377 0.26499E-02 1.2157 0.072278 1.47786 0.956277
42 381.161 0.26236E-02 -0.16744 0.009955 0.280376E-01 0.956318
43 382.096 0.26171E-02 0.16750 0.009959 0.280578E-01 0.956358
44 398.659 0.25084E-02 -0.34357E-01 0.002043 0.118044E-02 0.956360
45 401.855 0.24885E-02 0.40703 0.024200 0.165675 0.956598
46 404.250 0.24737E-02 0.50801 0.030203 0.258072 0.956969
47 410.703 0.24348E-02 0.33971 0.020198 0.115405 0.957134
48 413.920 0.24159E-02 -0.27120 0.016124 0.735488E-01 0.957240
49 419.937 0.23813E-02 0.97777 0.058133 0.956026 0.958614
50 425.245 0.23516E-02 -0.51036 0.030343 0.260466 0.958988
51 431.733 0.23162E-02 0.81308E-01 0.004834 0.661093E-02 0.958998
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52 438.884 0.22785E-02 0.51574 0.030663 0.265992 0.959380
53 449.932 0.22226E-02 -1.0701 0.063621 1.14505 0.961025
5 4 4 5 5. 31 9 0. 21 96 3 E- 02 - 0. 22 49 1 0. 013 3 72 0. 505 86 5 E- 01 0 .9 61 09 8
55 457.660 0.21850E-02 1.6890 0.100420 2.85275 0.965197
56 464.388 0.21534E-02 -0.75066 0.044631 0.563498 0.966006
57 472.713 0.21154E-02 0.48701 0.028955 0.237176 0.96634758 479.253 0.20866E-02 -0.83309 0.049531 0.694036 0.967344
59 488.040 0.20490E-02 -0.38316 0.022780 0.146809 0.967555
60 495.781 0.20170E-02 0.19914 0.011840 0.396570E-01 0.967612
61 501.777 0.19929E-02 -0.39775 0.023648 0.158207 0.967840
62 509.771 0.19617E-02 -0.43716E-01 0.002599 0.191113E-02 0.967842
63 514.573 0.19434E-02 1.4549 0.086501 2.11673 0.970884
64 518.643 0.19281E-02 1.0794 0.064178 1.16520 0.972558
65 526.119 0.19007E-02 -0.37096 0.022056 0.137614 0.972756
66 527.560 0.18955E-02 -1.4011 0.083301 1.96305 0.975576
67 532.041 0.18796E-02 -0.45964 0.027328 0.211265 0.975880
68 535.133 0.18687E-02 0.46291E-01 0.002752 0.214287E-02 0.975883
69 541.867 0.18455E-02 -1.1045 0.065668 1.21992 0.977636
7 0 5 4 4. 62 0 0 .1 83 6 1E- 02 - 0. 46 5 90 0. 027 7 00 0. 217 06 0 0. 97 7 94 8
71 546.625 0.18294E-02 1.3020 0.077408 1.69512 0.980383
72 549.052 0.18213E-02 0.89494 0.053208 0.800918 0.981534
73 554.204 0.18044E-02 0.40807 0.024262 0.166523 0.981773
74 557.972 0.17922E-02 0.77781E-01 0.004624 0.604995E-02 0.981782
7 5 5 6 2. 83 3 0. 17 7 67 E- 02 0. 53 3 68 0. 03 17 30 0 .284 810 0 .9 82 19 1
76 565.754 0.17676E-02 -0.23449 0.013941 0.549837E-01 0.982270
77 573.064 0.17450E-02 0.16379 0.009738 0.268257E-01 0.982309
78 579.509 0.17256E-02 0.34706 0.020634 0.120450 0.982482
79 584.647 0.17104E-02 0.72087 0.042859 0.519652 0.983229
80 588.617 0.16989E-02 0.11781 0.007004 0.138791E-01 0.983249
81 588.824 0.16983E-02 -0.66621 0.039609 0.443837 0.983886
82 595.765 0.16785E-02 0.41406 0.024618 0.171443 0.984133
83 600.929 0.16641E-02 0.44540 0.026481 0.198383 0.984418
84 608.913 0.16423E-02 0.32958E-01 0.001959 0.108620E-02 0.98441985 612.445 0.16328E-02 0.10587E-01 0.000629 0.112082E-03 0.984419
86 614.022 0.16286E-02 0.43120 0.025637 0.185932 0.984687
87 619.817 0.16134E-02 0.80260 0.047719 0.644174 0.985612
88 623.534 0.16038E-02 -0.16188 0.009625 0.262065E-01 0.985650
89 632.681 0.15806E-02 -0.61452 0.036536 0.377633 0.986192
90 634.571 0.15759E-02 -0.12729 0.007568 0.162021E-01 0.986216
91 638.320 0.15666E-02 -0.59886 0.035605 0.358638 0.986731
92 639.362 0.15641E-02 1.0434 0.062035 1.08867 0.988295
93 648.029 0.15431E-02 0.40985 0.024368 0.167977 0.988537
94 657.554 0.15208E-02 1.9166 0.113948 3.67317 0.993814
95 661.392 0.15120E-02 -0.43368 0.025785 0.188081 0.994085
96 662.312 0.15099E-02 -0.60184 0.035782 0.362206 0.994605
97 665.951 0.15016E-02 0.51653 0.030710 0.266803 0.99498898 667.561 0.14980E-02 1.2401 0.073733 1.53797 0.997198
99 676.943 0.14772E-02 -1.0797 0.064196 1.16584 0.998873
100 683.029 0.14641E-02 0.88545 0.052644 0.784025 1.00000
SUM OF EFFECTIVE MASSES= 695.964
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***** PARTICIPATION FACTOR CALCULATION *****ROTX DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 33.9530 0.29453E-01 772.98 0.037633 597503. 0.601573E-03
2 44.8584 0.22292E-01 -20540. 1.000000 0.421886E+09 0.425361
3 45.6437 0.21909E-01 6478.9 0.315429 0.419757E+08 0.467622
4 65.4179 0.15286E-01 15258. 0.742844 0.232804E+09 0.702011
5 67.0526 0.14914E-01 10699. 0.520867 0.114459E+09 0.817250
6 81.8060 0.12224E-01 5673.4 0.276215 0.321876E+08 0.849656
7 85.2742 0.11727E-01 -3721.2 0.181169 0.138473E+08 0.863598
8 97.3887 0.10268E-01 3828.5 0.186392 0.146572E+08 0.878355
9 113.657 0.87984E-02 1455.4 0.070858 0.211824E+07 0.880488
10 122.479 0.81647E-02 1848.6 0.090002 0.341742E+07 0.883928
11 131.087 0.76285E-02 2685.5 0.130747 0.721208E+07 0.891190
12 14 3 .83 6 0 .6 9 52 4E- 02 - 5 09 .8 1 0. 024 820 25 9 905 . 0. 89 14 51
13 145.991 0.68497E-02 -536.53 0.026121 287864. 0.891741
14 169.050 0.59154E-02 118.87 0.005787 14130.1 0.891755
15 172.306 0.58036E-02 801.41 0.039017 642254. 0.892402
16 174.286 0.57377E-02 -132.23 0.006438 17483.6 0.892420
17 179.076 0.55842E-02 -63.164 0.003075 3989.75 0.892424
18 183.050 0.54630E-02 -2187.8 0.106514 0.478635E+07 0.897243
19 195.622 0.51119E-02 -2.6775 0.000130 7.16913 0.897243
20 200.515 0.49871E-02 -634.66 0.030899 402795. 0.897648
21 206.568 0.48410E-02 726.73 0.035381 528134. 0.898180
22 226.687 0.44114E-02 1606.2 0.078199 0.257983E+07 0.900777
23 252.462 0.39610E-02 -2414.5 0.117552 0.582982E+07 0.906647
24 255.195 0.39186E-02 -2656.2 0.129322 0.705564E+07 0.913750
25 271.977 0.36768E-02 -872.50 0.042478 761249. 0.914517
26 274.982 0.36366E-02 707.97 0.034468 501227. 0.915021
27 280.562 0.35643E-02 -367.50 0.017892 135059. 0.91515728 283.632 0.35257E-02 -481.85 0.023459 232184. 0.915391
29 286.047 0.34959E-02 -1016.2 0.049474 0.103263E+07 0.916431
30 290.464 0.34428E-02 -119.82 0.005834 14357.8 0.916445
31 305.722 0.32709E-02 -34.905 0.001699 1218.37 0.916447
3 2 3 14 .4 5 4 0. 3180 1E- 02 18 57 .8 0. 09 04 4 8 0 .3 45 13 9E+ 07 0. 91 99 21
33 324.195 0.30846E-02 202.07 0.009838 40834.0 0.919963
34 329.678 0.30333E-02 1410.7 0.068681 0.199005E+07 0.921966
35 336.280 0.29737E-02 1197.9 0.058319 0.143487E+07 0.923411
36 342.615 0.29187E-02 -622.77 0.030320 387837. 0.923801
37 354.355 0.28220E-02 481.54 0.023444 231880. 0.924035
38 359.909 0.27785E-02 342.83 0.016691 117535. 0.924153
39 367.613 0.27203E-02 208.89 0.010170 43633.9 0.924197
40 367.885 0.27182E-02 -106.07 0.005164 11251.4 0.92420841 377.377 0.26499E-02 1216.0 0.059203 0.147868E+07 0.925697
42 381.161 0.26236E-02 -385.38 0.018763 148518. 0.925847
43 382.096 0.26171E-02 -251.74 0.012256 63372.1 0.925910
44 398.659 0.25084E-02 178.69 0.008700 31929.3 0.925943
45 401.855 0.24885E-02 -56.900 0.002770 3237.59 0.925946
46 404.250 0.24737E-02 223.89 0.010900 50125.6 0.925996
47 410.703 0.24348E-02 512.52 0.024953 262681. 0.926261
48 413.920 0.24159E-02 46.807 0.002279 2190.90 0.926263
49 419.937 0.23813E-02 1286.8 0.062649 0.165584E+07 0.927930
50 425.245 0.23516E-02 -973.18 0.047380 947075. 0.928884
51 431.733 0.23162E-02 300.19 0.014615 90111.5 0.928974
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52 438.884 0.22785E-02 761.70 0.037084 580182. 0.929559
53 449.932 0.22226E-02 -1501.0 0.073075 0.225287E+07 0.931827
54 455.319 0.21963E-02 -125.17 0.006094 15668.6 0.931842
55 457.660 0.21850E-02 1745.9 0.084999 0.304807E+07 0.934911
56 464.388 0.21534E-02 -1020.9 0.049701 0.104216E+07 0.935961
57 472.713 0.21154E-02 1170.5 0.056985 0.136999E+07 0.93734058 479.253 0.20866E-02 -1470.4 0.071590 0.216222E+07 0.939517
59 488.040 0.20490E-02 -558.79 0.027205 312248. 0.939831
60 495.781 0.20170E-02 630.87 0.030715 398000. 0.940232
61 501.777 0.19929E-02 -429.45 0.020908 184429. 0.940418
62 509.771 0.19617E-02 -179.55 0.008741 32237.6 0.940450
63 514.573 0.19434E-02 2176.4 0.105960 0.473677E+07 0.945219
64 518.643 0.19281E-02 1741.3 0.084775 0.303203E+07 0.948272
65 526.119 0.19007E-02 -377.13 0.018361 142225. 0.948415
66 527.560 0.18955E-02 -1531.9 0.074580 0.234663E+07 0.950778
67 532.041 0.18796E-02 -1001.9 0.048780 0.100387E+07 0.951788
68 535.133 0.18687E-02 283.54 0.013804 80392.6 0.951869
69 541.867 0.18455E-02 -1481.5 0.072126 0.219473E+07 0.954079
70 544.620 0.18361E-02 -512.92 0.024972 263091. 0.954344
71 546.625 0.18294E-02 1754.6 0.085425 0.307866E+07 0.957443
72 549.052 0.18213E-02 1375.3 0.066955 0.189132E+07 0.959348
73 554.204 0.18044E-02 844.21 0.041101 712688. 0.960065
74 557.972 0.17922E-02 -142.97 0.006960 20439.5 0.960086
75 562.833 0.17767E-02 1014.4 0.049385 0.102893E+07 0.961122
76 565.754 0.17676E-02 85.195 0.004148 7258.25 0.961129
77 573.064 0.17450E-02 491.27 0.023918 241341. 0.961372
78 579.509 0.17256E-02 604.26 0.029419 365136. 0.961740
79 584.647 0.17104E-02 1246.3 0.060675 0.155314E+07 0.963303
80 588.617 0.16989E-02 157.00 0.007644 24649.8 0.963328
81 588.824 0.16983E-02 -1061.9 0.051700 0.112766E+07 0.964463
82 595.765 0.16785E-02 579.94 0.028235 336329. 0.964802
83 600.929 0.16641E-02 737.03 0.035883 543209. 0.965349
84 608.913 0.16423E-02 43.297 0.002108 1874.61 0.96535185 612.445 0.16328E-02 -20.097 0.000978 403.896 0.965351
86 614.022 0.16286E-02 760.65 0.037033 578582. 0.965934
87 619.817 0.16134E-02 1389.1 0.067629 0.192956E+07 0.967877
88 623.534 0.16038E-02 -155.36 0.007564 24137.0 0.967901
89 632.681 0.15806E-02 -1355.8 0.066006 0.183808E+07 0.969751
90 634.571 0.15759E-02 -49.800 0.002425 2480.04 0.969754
91 638.320 0.15666E-02 -1092.3 0.053177 0.119301E+07 0.970955
92 639.362 0.15641E-02 1225.3 0.059657 0.150148E+07 0.972467
93 648.029 0.15431E-02 1239.4 0.060339 0.153599E+07 0.974013
94 657.554 0.15208E-02 3501.6 0.170480 0.122614E+08 0.986358
95 661.392 0.15120E-02 -984.36 0.047924 968963. 0.987334
96 662.312 0.15099E-02 -1172.6 0.057091 0.137507E+07 0.988718
97 665.951 0.15016E-02 705.54 0.034350 497780. 0.98921998 667.561 0.14980E-02 2212.7 0.107727 0.489600E+07 0.994149
99 676.943 0.14772E-02 -1767.3 0.086043 0.312338E+07 0.997293
100 683.029 0.14641E-02 1639.6 0.079827 0.268842E+07 1.00000
SUM OF EFFECTIVE MASSES= 0.993235E+09
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***** PARTICIPATION FACTOR CALCULATION *****ROTY DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 33.9530 0.29453E-01 1470.1 0.110477 0.216123E+07 0.372235E-02
2 44.8584 0.22292E-01 13307. 1.000000 0.177076E+09 0.308705
3 45.6437 0.21909E-01 -8372.0 0.629141 0.700900E+08 0.429423
4 65.4179 0.15286E-01 9958.5 0.748363 0.991710E+08 0.600227
5 6 7 .05 26 0. 14 9 14 E- 01 5 6 76 .2 0 .4 26 5 61 0 .3 221 98E+ 08 0. 65 5 72 0
6 81.8060 0.12224E-01 -10928. 0.821237 0.119426E+09 0.861410
7 85 .27 4 2 0 .1 17 27 E- 01 19 9 3. 0 0. 14 9 77 2 0 .3 97 212E+ 07 0. 86 825 1
8 97.3887 0.10268E-01 2638.6 0.198284 0.696205E+07 0.880242
9 113.657 0.87984E-02 -1377.8 0.103542 0.189844E+07 0.883512
10 122.479 0.81647E-02 -803.39 0.060374 645442. 0.884623
11 131.087 0.76285E-02 -5030.7 0.378053 0.253084E+08 0.928213
12 143.836 0.69524E-02 1124.1 0.084474 0.126360E+07 0.930389
13 145.991 0.68497E-02 621.93 0.046737 386796. 0.931055
14 169.050 0.59154E-02 56.383 0.004237 3179.09 0.931061
15 172.306 0.58036E-02 357.99 0.026903 128160. 0.931281
16 174.286 0.57377E-02 -286.53 0.021532 82098.7 0.931423
17 179.076 0.55842E-02 353.02 0.026529 124620. 0.931637
18 183.050 0.54630E-02 -984.32 0.073970 968881. 0.933306
19 195.622 0.51119E-02 490.22 0.036839 240312. 0.933720
20 20 0. 51 5 0 .4 9 87 1E- 02 4 6 4. 91 0. 03 4 93 8 216 14 6. 0 .9 34 09 2
21 20 6. 56 8 0 .4 84 10E- 02 - 227 .7 0 0. 017 111 5 184 8.0 0. 93 4 182
22 226.687 0.44114E-02 633.44 0.047602 401247. 0.934873
23 252.462 0.39610E-02 1171.8 0.088057 0.137306E+07 0.937237
24 255.195 0.39186E-02 -199.77 0.015013 39909.3 0.937306
25 271.977 0.36768E-02 1250.4 0.093962 0.156339E+07 0.939999
26 274.982 0.36366E-02 487.04 0.036600 237204. 0.940407
27 280.562 0.35643E-02 138.70 0.010423 19238.7 0.94044128 283.632 0.35257E-02 -24.856 0.001868 617.843 0.940442
29 286.047 0.34959E-02 -239.26 0.017980 57247.1 0.940540
30 290.464 0.34428E-02 96.212 0.007230 9256.68 0.940556
3 1 3 05 .7 22 0 .3 27 09 E- 02 - 6 52. 71 0. 04 90 50 4 26 03 6. 0. 94 129 0
32 314.454 0.31801E-02 1043.0 0.078378 0.108779E+07 0.943163
33 324.195 0.30846E-02 -684.07 0.051407 467950. 0.943969
34 329.678 0.30333E-02 -891.39 0.066986 794571. 0.945338
35 336.280 0.29737E-02 -488.76 0.036730 238886. 0.945749
36 342.615 0.29187E-02 443.00 0.033291 196250. 0.946087
37 354.355 0.28220E-02 -263.39 0.019793 69372.0 0.946207
38 359.909 0.27785E-02 -900.03 0.067636 810049. 0.947602
39 367.613 0.27203E-02 309.13 0.023231 95562.1 0.947767
40 367.885 0.27182E-02 504.10 0.037883 254122. 0.94820441 377.377 0.26499E-02 -1266.7 0.095187 0.160441E+07 0.950968
42 381.161 0.26236E-02 -147.83 0.011109 21852.7 0.951005
43 382.096 0.26171E-02 -885.00 0.066506 783227. 0.952354
44 398.659 0.25084E-02 111.14 0.008352 12351.7 0.952375
45 401.855 0.24885E-02 -1126.6 0.084661 0.126920E+07 0.954561
46 404.250 0.24737E-02 -1184.7 0.089025 0.140342E+07 0.956979
47 410.703 0.24348E-02 140.05 0.010525 19615.4 0.957012
48 413.920 0.24159E-02 456.17 0.034280 208088. 0.957371
49 419.937 0.23813E-02 -488.15 0.036684 238289. 0.957781
50 425.245 0.23516E-02 -61.995 0.004659 3843.40 0.957788
51 431.733 0.23162E-02 495.15 0.037210 245174. 0.958210
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52 438.884 0.22785E-02 -463.18 0.034807 214533. 0.958580
53 449.932 0.22226E-02 526.66 0.039578 277373. 0.959057
54 455.319 0.21963E-02 127.61 0.009590 16285.0 0.959085
55 457.660 0.21850E-02 -1625.0 0.122118 0.264069E+07 0.963633
5 6 4 6 4. 38 8 0. 215 34 E- 02 - 207 .88 0. 015 6 22 4 3 215 .2 0. 96 3 708
5 7 4 7 2. 71 3 0. 21 15 4 E- 02 10 05 .1 0. 07 5 53 2 0 .101 023 E+ 07 0. 96 5 44 858 479.253 0.20866E-02 -2.3094 0.000174 5.33325 0.965448
59 488.040 0.20490E-02 -456.37 0.034295 208272. 0.965807
60 495.781 0.20170E-02 421.74 0.031693 177867. 0.966113
61 501.777 0.19929E-02 1805.6 0.135691 0.326032E+07 0.971728
62 509.771 0.19617E-02 -881.39 0.066235 776855. 0.973066
63 514.573 0.19434E-02 -444.02 0.033367 197155. 0.973406
64 518.643 0.19281E-02 188.55 0.014169 35552.1 0.973467
65 526.119 0.19007E-02 488.13 0.036682 238267. 0.973877
6 6 5 27 .5 6 0 0. 189 55 E- 02 5 9 2. 43 0. 04 4 520 3 509 7 6. 0 .9 74 4 82
67 532.041 0.18796E-02 69.895 0.005252 4885.28 0.974490
6 8 5 3 5. 13 3 0. 186 87 E- 02 85 4 .3 1 0. 06 4 20 0 7 29 84 3. 0 .9 75 7 47
6 9 5 4 1. 86 7 0. 18 45 5 E- 02 15 3 .5 1 0. 01 15 36 23 56 4 .0 0 .9 75 7 88
70 544.620 0.18361E-02 -182.43 0.013710 33282.2 0.975845
71 546.625 0.18294E-02 13.331 0.001002 177.715 0.975846
7 2 5 4 9. 05 2 0 .1 821 3E- 02 5 88. 41 0. 04 4 21 8 3 46 228. 0 .9 76 4 42
73 554.204 0.18044E-02 590.92 0.044407 349185. 0.977043
74 557.972 0.17922E-02 -405.15 0.030446 164148. 0.977326
75 562.833 0.17767E-02 1226.3 0.092155 0.150382E+07 0.979916
76 565.754 0.17676E-02 -906.64 0.068133 822000. 0.981332
7 7 5 7 3. 06 4 0. 17 4 50 E- 02 6 27 .5 8 0. 04 7 16 2 3 93 85 7. 0 .9 82 010
78 579.509 0.17256E-02 -114.31 0.008590 13066.6 0.982033
79 584.647 0.17104E-02 -568.21 0.042700 322858. 0.982589
80 588.617 0.16989E-02 -426.24 0.032032 181683. 0.982902
81 588.824 0.16983E-02 439.16 0.033002 192860. 0.983234
82 595.765 0.16785E-02 -224.73 0.016888 50504.9 0.983321
83 600.929 0.16641E-02 418.76 0.031469 175364. 0.983623
84 608.913 0.16423E-02 -344.18 0.025864 118457. 0.98382785 612.445 0.16328E-02 5.9456 0.000447 35.3501 0.983827
86 614.022 0.16286E-02 169.86 0.012764 28851.3 0.983877
87 619.817 0.16134E-02 574.28 0.043156 329800. 0.984445
88 623.534 0.16038E-02 -737.06 0.055389 543263. 0.985380
89 632.681 0.15806E-02 94.247 0.007082 8882.44 0.985396
90 634.571 0.15759E-02 1009.9 0.075894 0.101994E+07 0.987152
91 638.320 0.15666E-02 -1619.1 0.121673 0.262149E+07 0.991667
92 639.362 0.15641E-02 -533.64 0.040102 284769. 0.992158
93 648.029 0.15431E-02 45.191 0.003396 2042.19 0.992161
94 657.554 0.15208E-02 1070.0 0.080412 0.114500E+07 0.994133
95 661.392 0.15120E-02 -1447.8 0.108801 0.209618E+07 0.997744
96 662.312 0.15099E-02 441.89 0.033207 195268. 0.998080
97 665.951 0.15016E-02 -15.241 0.001145 232.290 0.99808098 667.561 0.14980E-02 258.09 0.019395 66608.8 0.998195
99 676.943 0.14772E-02 -347.17 0.026089 120526. 0.998403
100 683.029 0.14641E-02 -963.02 0.072369 927401. 1.00000
SUM OF EFFECTIVE MASSES= 0.580611E+09
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***** PARTICIPATION FACTOR CALCULATION *****ROTZ DIRECTION
MODE FREQ. PERIOD PARTIC. RATIO EFFECTIVE CUMULATIVE
F AC TO R M A SS M ASS F RA CTI ON
1 33.9530 0.29453E-01 -4427.0 0.172732 0.195985E+08 0.141839E-01
2 44.8584 0.22292E-01 -2540.9 0.099141 0.645630E+07 0.188565E-01
3 45.6437 0.21909E-01 -2492.8 0.097265 0.621419E+07 0.233539E-01
4 65.4179 0.15286E-01 15495. 0.604569 0.240086E+09 0.197110
5 67.0526 0.14914E-01 -25629. 1.000000 0.656863E+09 0.672498
6 81.8060 0.12224E-01 -4735.1 0.184753 0.224212E+08 0.688725
7 85.2742 0.11727E-01 -13656. 0.532826 0.186486E+09 0.823689
8 97.3887 0.10268E-01 378.38 0.014764 143174. 0.823793
9 113.657 0.87984E-02 -5956.4 0.232405 0.354787E+08 0.849470
10 122.479 0.81647E-02 1037.1 0.040464 0.107549E+07 0.850248
11 131.087 0.76285E-02 696.84 0.027189 485581. 0.850600
12 143.836 0.69524E-02 -3541.1 0.138166 0.125393E+08 0.859675
13 145.991 0.68497E-02 -3897.3 0.152065 0.151891E+08 0.870667
14 169.050 0.59154E-02 -6725.5 0.262416 0.452329E+08 0.903403
15 172.306 0.58036E-02 -1708.0 0.066641 0.291711E+07 0.905515
16 174.286 0.57377E-02 394.97 0.015411 156002. 0.905628
17 179.076 0.55842E-02 1510.7 0.058943 0.228213E+07 0.907279
18 183.050 0.54630E-02 2655.8 0.103622 0.705312E+07 0.912384
19 195.622 0.51119E-02 1665.9 0.064999 0.277516E+07 0.914392
20 200.515 0.49871E-02 479.65 0.018715 230068. 0.914559
21 206.568 0.48410E-02 -47.155 0.001840 2223.57 0.914560
22 226.687 0.44114E-02 -272.18 0.010620 74079.3 0.914614
23 252.462 0.39610E-02 -500.43 0.019526 250435. 0.914795
24 255.195 0.39186E-02 3466.8 0.135266 0.120185E+08 0.923493
25 271.977 0.36768E-02 -769.09 0.030008 591507. 0.923921
26 274.982 0.36366E-02 6405.3 0.249919 0.410273E+08 0.953614
27 280.562 0.35643E-02 -3913.5 0.152696 0.153155E+08 0.96469828 283.632 0.35257E-02 1573.9 0.061411 0.247721E+07 0.966491
29 28 6. 04 7 0. 34 95 9 E- 02 - 23 6. 62 0. 009 23 2 5 5 988. 7 0. 96 6 53 1
30 290.464 0.34428E-02 1043.7 0.040725 0.108940E+07 0.967320
31 305.722 0.32709E-02 1606.6 0.062685 0.258110E+07 0.969188
32 314.454 0.31801E-02 1530.1 0.059702 0.234130E+07 0.970882
33 324.195 0.30846E-02 -263.13 0.010267 69239.5 0.970932
34 329.678 0.30333E-02 606.24 0.023654 367527. 0.971198
35 336.280 0.29737E-02 -500.97 0.019547 250974. 0.971380
36 342.615 0.29187E-02 1053.8 0.041119 0.111058E+07 0.972184
3 7 3 5 4. 35 5 0. 28 220 E- 02 25 3 .21 0. 00 988 0 6 411 7. 8 0 .9 72 23 0
38 359.909 0.27785E-02 -592.72 0.023127 351318. 0.972484
39 367.613 0.27203E-02 -0.24947 0.000010 0.622369E-01 0.972484
40 367.885 0.27182E-02 -467.93 0.018258 218958. 0.97264341 377.377 0.26499E-02 -1300.5 0.050744 0.169136E+07 0.973867
42 381.161 0.26236E-02 -762.41 0.029747 581263. 0.974288
43 382.096 0.26171E-02 -72.621 0.002833 5273.74 0.974291
4 4 3 9 8. 65 9 0. 25 084 E- 02 - 5 47 .14 0. 0213 4 8 29 9 36 6. 0. 97 4 508
45 401.855 0.24885E-02 891.37 0.034779 794548. 0.975083
46 404.250 0.24737E-02 868.43 0.033884 754171. 0.975629
47 410.703 0.24348E-02 1272.3 0.049641 0.161864E+07 0.976800
48 413.920 0.24159E-02 547.85 0.021376 300137. 0.977018
49 419.937 0.23813E-02 565.15 0.022051 319395. 0.977249
5 0 4 25 .24 5 0. 23 516 E- 02 - 83 2. 20 0. 03 24 7 0 6 9 25 5 3. 0. 97 7 75 0
51 431.733 0.23162E-02 -1035.1 0.040388 0.107145E+07 0.978525
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52 438.884 0.22785E-02 -120.97 0.004720 14634.9 0.978536
53 449.932 0.22226E-02 118.98 0.004642 14156.9 0.978546
54 455.319 0.21963E-02 154.36 0.006023 23827.6 0.978563
55 457.660 0.21850E-02 273.65 0.010677 74881.9 0.978618
56 464.388 0.21534E-02 -350.00 0.013656 122502. 0.978706
57 472.713 0.21154E-02 -1311.7 0.051180 0.172056E+07 0.97995158 479.253 0.20866E-02 545.97 0.021302 298080. 0.980167
59 488.040 0.20490E-02 250.66 0.009780 62829.6 0.980213
60 495.781 0.20170E-02 1245.9 0.048613 0.155229E+07 0.981336
61 501.777 0.19929E-02 459.55 0.017931 211189. 0.981489
62 509.771 0.19617E-02 538.36 0.021006 289833. 0.981699
6 3 5 14 .5 7 3 0. 19 4 34 E- 02 5 80. 20 0. 02 26 38 3 36 6 28. 0 .9 81 94 2
64 518.643 0.19281E-02 -1572.9 0.061372 0.247411E+07 0.983733
65 526.119 0.19007E-02 1502.6 0.058628 0.225781E+07 0.985367
66 527.560 0.18955E-02 -1331.1 0.051937 0.177184E+07 0.986649
67 532.041 0.18796E-02 -45.442 0.001773 2065.00 0.986651
68 535.133 0.18687E-02 -548.91 0.021417 301301. 0.986869
69 541.867 0.18455E-02 -482.44 0.018824 232753. 0.987037
70 544.620 0.18361E-02 -267.38 0.010432 71490.0 0.987089
71 546.625 0.18294E-02 -259.30 0.010117 67238.1 0.987138
72 549.052 0.18213E-02 -309.26 0.012067 95643.8 0.987207
73 554.204 0.18044E-02 -451.68 0.017624 204017. 0.987355
74 557.972 0.17922E-02 363.47 0.014182 132113. 0.987450
75 562.833 0.17767E-02 -0.76643E-01 0.000003 0.587415E-02 0.987450
76 565.754 0.17676E-02 1447.2 0.056467 0.209443E+07 0.988966
77 573.064 0.17450E-02 -1421.3 0.055457 0.202015E+07 0.990428
78 579.509 0.17256E-02 889.19 0.034694 790666. 0.991000
7 9 5 84 .6 4 7 0. 17 104 E- 02 87 9 .3 0 0. 03 4 30 8 7 73 16 6. 0 .9 91 56 0
80 588.617 0.16989E-02 292.23 0.011402 85400.5 0.991622
81 588.824 0.16983E-02 -258.76 0.010096 66956.4 0.991670
82 595.765 0.16785E-02 -1269.4 0.049530 0.161140E+07 0.992836
83 600.929 0.16641E-02 -493.79 0.019266 243825. 0.993013
84 6 08. 91 3 0. 16 4 23 E- 02 86 9 .86 0. 03 3 94 0 7 56 6 61. 0 .9 93 5 6085 612.445 0.16328E-02 1187.5 0.046334 0.141016E+07 0.994581
86 614.022 0.16286E-02 -1313.2 0.051238 0.172451E+07 0.995829
87 619.817 0.16134E-02 -708.51 0.027645 501991. 0.996192
88 623.534 0.16038E-02 49.818 0.001944 2481.85 0.996194
89 632.681 0.15806E-02 -519.91 0.020286 270303. 0.996390
90 634.571 0.15759E-02 1285.6 0.050161 0.165277E+07 0.997586
91 638.320 0.15666E-02 -1485.0 0.057942 0.220526E+07 0.999182
92 639.362 0.15641E-02 -550.16 0.021466 302680. 0.999401
93 648.029 0.15431E-02 13.436 0.000524 180.518 0.999401
94 657.554 0.15208E-02 -511.19 0.019945 261315. 0.999590
95 661.392 0.15120E-02 -560.13 0.021855 313743. 0.999817
96 662.312 0.15099E-02 -392.98 0.015333 154434. 0.999929
97 665.951 0.15016E-02 -6.7031 0.000262 44.9322 0.99992998 667.561 0.14980E-02 -46.370 0.001809 2150.22 0.999931
99 676.943 0.14772E-02 -210.64 0.008219 44370.6 0.999963
100 683.029 0.14641E-02 -227.14 0.008863 51593.1 1.00000
SUM OF EFFECTIVE MASSES= 0.138174E+10
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제 3절 지진응답해석
1. 설계 지진하중
레일이송장치가 설치된 플랫폼의 위치는 EL. 82.13에 있다. 보수적인 평가를 위하
여 수조덮개가 설치되어 있는 원자로 수조 상부(EL 85.55)의 층응답 스펙트럼을 그대
로 사용하였다. 플랫폼의 보는 수조 벽에 볼트에 의하여 고정되어 있고 입력지진 스펙
트럼의 방향은 2개 수평과 1개의 수직방향으로 하였다[1].
2. 지진응답해석 결과
하나로 수조덮개에 대한ANSYS 구조해석 모델을 작성하고 이에 대한 동특성을 분
석한 뒤에 내진범주 I에 해당되는 설계지진하중을 적용하여 지진응답해석을 수행하였
다. 고차모드의 영향을 충분히 고려하기 위하여 모드 100개를 사용하였으며, 모드와
방향의 조합은 SRSS법으로 지진응답을 구하였다. 레일이송장치에 발생되는 부재력과
응력강도를 정적 해석 그리고 지진응답해석을 통해 구하였고, 허용 응력은 ASME Sec.
III NF에 따라 계산하였다. 모델 입력자료, 정적해석, 모드 해석 및 지진응답해석에 사
용된 ANSYS 입력 자료는 부록 I에 수록하였다. 하중 조합은 앞의 제 2장, 제 4절에
제시된 자중(DWT)과 지진하중(SSE)의 조합에 따라 다음과 같이 분류하였다.
- Design Condition 및 Service Level A : Dead Weight(DWT)
- Service Level D : DWT + SSE
레일이송장치의 각 운전조건에 대한 응력평가는 ASME SEC. III, Component
Supports (NF)의 Table NF-3523(b)-1에 기반을 두고 응력 평가를 수행하였다. 운전조
건 D에 대한 허용응력들은 설계조건 및 운전조건A의 허용응력에 해당되는 응력지수
를 곱한 값을 사용한다. 각 운전조건에 따른 응력지수들은 다음과 같다.
Design and Level A Level D
Ks 1.0 Appendix F
Km 1.0 Appendix F
레일이송장치의 판(shell)구조물에 대한 평가는 ASME Sec.III NF-3200 "Design
Rules for Plate and Shell-Type Support[3]"와 ASME Sec.III, Appendix F, "Rule for
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Evaluation of Service Loadings with Level D Service Limits"[4]에 따랐다.
Service Level D에 대한 응력 제한값은 다음과 같으며, 응력평가에 있어 보수적으
로 합응력을 막응력에 대한 제한값과 비교하였다. 여기서 Sm은 판이나 막구조물의 기
준 설계응력강도를 나타낸다. 일반적으로 판부재일 경우 Sm=115.1 MPa로 한다.
: for Components,
: for Plate and Shell Type Component
Supports,
위에 제시된 운전조건 A, D에 대한 ASME 제한값을 평가하기 위하여 표 38에는레일이송장치구조물의 최대 응력값을 나타내었고 그림104 ~ 그림 108 에 최대응력강
도 발생위치를 나타내었다.
표 38-1 Stress Intensities of Assembly Model for Dead weight and DWT Load
Component
Maximum Stress Intensity,
Pm (MPa)Material
Allowable Values
1.0S, 2.4SService
L evel A
Service
L evel D
Rail guide 9.16 < 12.82 <
S.S 304 115.1 276.3Platform beam(左) 7.72 < 10.46 <
Platform beam(中) 13.37 < 16.67 <
Platform beam(右) 13.47 < 19.54 <
표 38-2 Stress Intensities of Assembly Model for Dead weight and SSE Load
Component
Maximum Stress Intensity,
Pm + Pb (MPa)Material
Allowable Values
1.0S, 2.4SService
L evel A SSE
Service
L evel D
Rail guide 9.16 3.66 12.82
S.S 304 172.7, 414.5Platform beam(左) 7.72 2.74 10.46
Platform beam(中) 13.37 3.30 16.67
Platform beam(右) 13.47 6.07 19.54
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3. 피로 손상 평
레일이송장치에서 설계수명 동안 SSE 지진하중이 5회 발생하는 것을 고려하였다.
SSE 지진하중에 대하여 피로 평가를 위한 반복 응력횟수는 SSE에서 200회로 하였다.이에 대한 피로손상평가를 수행하기 위하여ASME, Sec. III, Appendix Fig. I-9.2.1 에
서 정의한 피로설계곡선[4]을 사용하였다.
앞의 결과로부터 운전조건 D에 대한 레일이송장치에서 발생된 교번응력강도는 보
여준 바와 같다.
Smax.sse = 19.6 MPa
보수적인 평가를 수행하기 위하여 응력집중계수, 3.0 값을 사용하였으며, 응력집중
계수를 곱하여 얻은 응력 크기는 다음과 같다.
Smax.sse = 19.6 MPa × 3.0 = 58.8 MPa
위의 58.8 MPa 은 SME, Sec. III, Appendix Fig. I-9.2.2 에서 정의한 피로설계곡선
[4]의 80MPa 이하의 응력 값이므로 피로에 의한 구조적 손상은 없는 것으로 평가된다.
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4. 구조건전성 평
1)수조 벽 브 라켓 (左 , 中 )의 용접 부
수조벽 브라켓은 수조벽면에 가이드레일을 지지하는 플랫폼 보(Beam)를 연결하는
판(plate)이다. 수조벽 브라켓은 좌측과 중앙의 총 2곳의 플랫폼 보를 각각 4개의 판으
로 지지하고 있다. 플랫폼 보와 수조 벽면 사이에 발생하는 최대 인장응력과 전단응력
을 계산하는 과정은 다음과 같다.
: 용접부의 유효면적(용접길이×용접두께/ )
: 용접부의 z축방향 관성모멘트
: 용접부의 y축방향 관성모멘트
: 용접부의 x축방향 극관성모멘트
: 단면중심에서 z축방향으로 가장 먼 용접부까지의 거리
: 단면중심에서 y축방향으로 가장 먼 용접부까지의 거리
각 서비스 레벨에 따라 건전성 평가는 표 39에 정리하였다. 플랫폼 보와 수조벽면
사이에 발생하는 응력비는 1미만의 값을 가지므로 SSE 지진하중에 대해 구조적으로
건전함을 확인할 수 있다.
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표 39-1 Maximum Stress and Stress Ratio of Left and Middle Bracket Welding
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
수조벽 브라켓(左) 4.17 < 0.11 <
N/A S.S. 3 04 124.1 82.7 N/A
수조벽 브라켓(中) 3.68 < 0.04 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
수조 벽 브 라켓 (左 ) 0.0336 0.0013
N/A
0.0011
수조 벽 브 라켓 (中 ) 0.0297 0.0005 0.0009
표 39-2 Maximum Stress and Stress Ratio of Left and Middle Bracket Welding
for Design and Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress ShearStress BendingStress TensileStress ShearStress BendingStress
수조벽 브라켓(左) 5.94 < 0.26 <
N/A S.S. 3 04 297.8 198.5 N/A
수조벽 브라켓(中) 4.54 < 0.26 <
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
수조 벽 브 라켓 (左 ) 0.0360 0.0024
N/A
0.0013
수조 벽 브 라켓 (中 ) 0.0275 0.0024 0.0008
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2)수조벽 브라켓(右)의 볼트부
우측의 수조벽 브라켓은 좌측과 중앙의 수조벽 브라켓과는 달리 4개의 볼트(M19)
로 체결되어 있다. 플랫폼 보와 수조 벽면 사이에 발생하는 최대 인장응력과 전단응력을 계산하는 과정은 다음과 같다.
: 볼트의 유효단면적(M19 볼트)
: 볼트의 개수(4개)
: 4개의 볼트에 의한 z축방향 관성모멘트
: 4개의 볼트에 의한 y축방향 관성모멘트
: 4개의 볼트에 의한 x축방향 극관성모멘트
: z축방향의 볼트간의 거리의 1/2
: y축방향의 볼트간의 거리의 1/2
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표 40-1 Maximum Stress and Stress Ratio of Light Bracket Welding
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
수조벽 브라켓(右) 0.59 < 0.56 < N/A A193 207 85.4 N/A
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
수조 벽 브 라켓 (右 ) 0.0029 0.0065 N/A 0.0001
표 40-2 Maximum Stress and Stress Ratio of Light Bracket Welding
for Design and Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
수조벽 브라켓(右) 0.69 < 1.11 < N/A S.S. 3 04 344.7 206.8 N/A
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
수조 벽 브 라켓 (右 ) 0.0020 0.0054 N/A 0.0000
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3) 플랫폼 보와 수조벽 브라켓의 볼트부
좌측과 중앙의 플랫폼 보는 수조벽 브라켓에 결합하여 6개의 볼트(M19)로 체결되
어진다. 이들 볼트는 재질이 A193으로서 ASME Sec. III NF와 Appendix F의 요건에따라 만족되어야 한다.
ASME Sec. III NF와 Appendix F의 볼트 지지구조물의 요건을 아래에 정리하였다.
볼트에 발생하는 하중을 ASME 운전조건과 수조덮개의 상태에 따라 표 22에 나타내었
으며, ASME Code 요건에 따른 허용응력과 발생 최대응력 및 조합응력비를 나타내었
다.
Level A
인장응력: F tb = S u 3.33 = 207.0 MP a
전단응력: F vb =0.62S u
5= 85.4 MPa
조합응력:
≤
Level D
인장응력: F tb = min (Sy , 0.7Su )= 344.7 MPa
전단응력: F vb = min(0.6Sy , 0.42Su )= 206.8 MPa
조합응력:
≤
표 41에 보인 것과 같이 지지구조물과 벽면의 용접된 구조물 사이 체결된 볼트는
ASME의 요건을 만족하고 있어 구조적으로 건전한 것으로 판단된다.
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표 41 Maximum Stress and Stress Ratio of Bracket Welding
for Design and Level D Condition
Name ConditionStress(MPa)
MaterialAllowable Stress(MPa)
Tensile Shear Bending Tensile Shear Bending
플랫폼 보 &
수조벽브라켓(左)
Level A 0.64 < 4.16 <
N/A A193
207.0 85.4
N/ALevel D 0.99 < 8.75 < 344.7 206.8
플랫폼 보 &
수조벽브라켓(中)
Level A 1.38 < 3.03 <
N/A A193
207.0 85.4
N/ALevel D 1.70 < 6.76 < 344.7 206.8
Name
CaseCondition
Maximum Stress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
플랫폼 보 &
수조벽브라켓(左)
Level A 0.0031 0.0487
N/A
0.0024
Level D 0.0029 0.0423 0.0018
플랫폼 보 &
수조벽브라켓(中)
Level A 0.0067 0.0355
N/A
0.0013
Level D 0.0049 0.0327 0.0011
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4) 플랫폼 보(右)와 수조벽 브라켓 용접부
우측의 플랫폼 보는 좌측과 중앙의 플랫폼 보와는 다르게 볼트로 체결되지 않고
수조벽 브라켓과 7mm 필렛용접에 의해 연결되어 있다. 플랫폼 보와 수조벽 브라켓용접부에 발생하는 최대 인장응력과 전단응력을 계산하는 과정은 다음과 같다.
: 용접부의 유효면적(용접길이×용접두께/ )
: 용접부의 z축방향 관성모멘트
: 용접부의 y축방향 관성모멘트
: 용접부의 x축방향 극관성모멘트
: 단면중심에서 z축방향으로 가장 먼 용접부까지의 거리
: 단면중심에서 y축방향으로 가장 먼 용접부까지의 거리
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표 42-1 Maximum Stress and Stress Ratio of Platform Beam Welding
for Design and Level A Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
수조벽 브라켓(右) 1.60 < 0.69 < N/A S.S. 304 124.1 82.7 N/A
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
수조 벽 브 라켓 (右 ) 0.0129 0.0084 N/A 0.0002
표 42-2 Maximum Stress and Stress Ratio of Platform Beam Welding
for Design and Level D Condition
Components
Stress(MPa)
Materials
Allowable Values(MPa)
TensileStress
ShearStress
BendingStress
TensileStress
ShearStress
BendingStress
수조벽 브라켓(右) 1.62 < 1.60 < N/A S.S. 304 297.8 198.5 N/A
ComponentsStress Ratio
Tensile Stress Shear Stress Bending Stress Combined Stress
수조 벽 브 라켓 (右 ) 0.0098 0.0145 N/A 0.0003
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4) 레일가이드 브라켓 용접부
Upper rail guide에는 플랫폼 보와 연결을 위한 10mm 두께의 레일 브라켓이 부착
되어 있다. 레일 브라켓은 총 3개로 5mm 필렛, 7mm 필렛으로 용접되어 있다. 그림
78은 레일 브라켓의 필렛 위치를 나타내고 있다.보수적인 평가를 위하여 최대 응력강도가 용접부에 작용한다고 가정하였고, DWT
및 SSE 지진응답해석으로 얻어진 레일 브라켓의 최대 응력강도가 운전조건 D에 대한
허용응력(372.2 MPa) 이하를 만족하여 구조적으로 건전함을 알 수 있다.
운전조건 A에 대한 허용응력:
운전조건 D에 대한 허용응력: ×
a. 레일가이드 (左)
용접유효두께×
부재두께×
×
× , OK
용접유효두께×
부재두께×
×
×
, OK
b. 레일가이드 (中)
용접유효두께×
부재두께×
×
× , OK
용접유효두께×
부재두께×
×
×
, OK
c. 레일가이드 (右)
용접유효두께×부재두께×
×
× , OK
용접유효두께×
부재두께×
×
×
, OK
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5 ) 플랫폼 브라켓의 용접부
플랫폼 보의 바닥에는 Upper rail guide와 연결을 위한 10mm 두께의 플랫폼 브라
켓이 부착되어 있다. 플랫폼 브라켓은 총 3개로 5mm 필렛, 7mm 필렛으로 용접되어
있다. 그림 78에서 그림 81은 플랫폼 브라켓의 필렛 위치를 나타내고 있다.레일 브라켓과 마찬가지로 보수적인 평가를 위하여 최대 응력강도가 용접부에 작
용한다고 가정하였고, DWT 및 SSE 지진응답해석으로 얻어진 브라켓의 최대 응력강도
가 운전조건 D에 대한 허용응력(372.2 MPa) 이하를 만족하여 구조적으로 건전함을 알
수 있다.
운전조건 A에 대한 허용응력:
운전조건 D에 대한 허용응력: ×
a. 플랫폼 브라켓 (左)
용접유효두께× 부재두께×
×
× , OK
용접유효두께× 부재두께×
×
×
, OK
b. 플랫폼 브라켓 (中)
용접유효두께× 부재두께×
×
× , OK
용접유효두께× 부재두께×
×
×
, OK
c. 플랫폼 브라켓 (右)
용접유효두께× 부재두께×
×
× , OK
용접유효두께× 부재두께×
×
×
, OK
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6)브라켓의 볼트부
레일 브라켓과 플랫폼 브라켓은 볼트로 체결되어 있다. 표 43 는 브라켓 위치에 따
른 볼트의 개수와 종류를 나타내고 있다.
표 43 Bolt Information of Bracket
Location Bolt Material
Left side
M16
A193
M16
M16
M10
M10
Center
M16
M16
M16M16
Right side
M16
M16
M16
M10
M10
재질이 A193으로서 ASME Sec. III NF와 Appendix F의 요건에 따라 만족되어야
한다. ASME Sec. III NF와 Appendix F의 볼트 지지구조물의 요건을 아래에 정리하였
다.보수적인 평가를 위해 볼트는 M10으로 가정하였다. 앵커볼트에 발생하는 하중을
ASME 운전조건과 레일이송장치의 상태에 따라 표 44에 나타내었으며, ASME Code
요건에 따른 허용응력과 발생 최대응력 및 조합응력비를 나타내었다.
Level A
인장응력: F tb = S u
3.33= 207.0 MP a
전단응력: F vb =0.62S u
5= 85.4 MPa
조합응력:
≤
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Level D
인장응력: F tb = min (Sy , 0.7Su )= 344.7 MPa
전단응력: F vb = min(0.6Sy , 0.42Su )= 206.8 MPa
조합응력:
≤
표 44에 보인 것과 같이 보강판 사이 볼트는 ASME의 요건을 만족하고 있어 구조
적으로 건전한 것으로 판단된다.
표 44 Maximum Stress and Stress Ratio of Bracket bolt
Name ConditionStress(MPa)
MaterialAllowable Stress(MPa)
Tensile Shear Bending Tensile Shear Bending
Left BracketLevel A 2.42 < 32.17 <
N/A A193
207.0 85.4
N/A
Level D 3.32 < 38.59 < 344.7 206.8
Middle BracketLevel A 2.86 < 57.06 < 207.0 85.4
Level D 3.58 < 63.04 < 344.7 206.8
Right BracketLevel A 2.40 < 32.35 < 207.0 85.4
Level D 3.04 < 45.68 < 344.7 206.8
Name
CaseCondition
Maximum Stress Ratio
Tensile Stress Shear Stress Bending StressCombined
Stress
Left BracketLevel A 0.0109 0.3767
N/A
0.1421
Level D 0.0097 0.1867 0.0012
Middle BracketLevel A 0.0139 0.6675 0.1440
Level D 0.0010 0.3049 0.0930
Right BracketLevel A 0.0116 0.3789 0.1437
Level D 0.-m0 0.2209 0.0493
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제 5 장 결 론
하나로 수조덮개에 신규 설치된 NTD1 회전팔과 원자로 수조내부의 레일이송장치
를 ANSYS를 이용하여 수치적 모형화를 하였고, 각 운전조건에 따라 구조해석을 수행
하였다. 구조해석으로부터 주요 부재와 부위의 응력강도를 구하여 허용요건에 따라 구
조적 건전성을 평가하였다. 평가와 함께 다음과 같은 최종 결론을 얻었다.
1) 고유진동수 해석 결과, 하나로 수조덮개가 펴진 경우(CASE I)의 1차 고유진동수
는 12.76 Hz에서 발생되었고, 접힌 경우(CASE II)의 1차 고유진동수는 18.90 Hz
에서 발생되었다. 특히 수조덮개가 펴진 경우 1차에서 4차 모드까지 NTD1 회전
팔의 모드가 나타나고 5차 모드부터 수조덮개의 거동이 발생한다.
2) NTD1 회전팔에서 설계조건 및 운전조건 A(DWT)와 운전조건 D(DWT+SSE)에대한 구조건전성을 ASME Sec. III NF에 따라 평가하였다. 회전팔에 직접 작용하
는 집중하중은 PCA-A에 위치한 회전팔과 SP-B에 위치한 회전팔의 양끝단에 조
사통 무게 80kgf를 동시 재하하였다. 해석 결과 NTD1 회전팔과 수조덮개의 모
든 부재에서 발생한 최대 응력이 ASME 코드의 허용기준보다 작았고 구조적으
로 건전함을 알 수 있었다.
3) 수조덮개 주요 부재중에서 최대 응력은 PCA-A에 위치한 NTD1 회전팔에서 발
생하였다. CASE I의 경우, 최대 응력비가 운전조건 A에서 0.4255, 운전조건 D에
서는 0.7788을 나타내었다. CASE II의 경우 조사통을 제거한 상태이므로 상대적
으로 매우 낮은 응력비가 발생하였다.
4) 최대응력이 발생한 NTD1(PCA-A) 회전팔의 피로누적계수는 1보다 작은 0.235를
나타내었다. 이는 운전수명 동안 피로에 의한 구조적 손상은 없는 것으로 판단된
다.
5) NTD1 회전팔을 지지하는 회전팔 브라켓의 용접부 및 볼트에 대한 구조건전성
평가의 결과, ASME 코드의 허용응력 조건을 모두 만족하였다.
6) 레일이송장치의 1차 고유진동수는 공기중에서 34.86Hz이고 수중에서는 33.95 Hz
에서 발생되었다. 이는 동적유체질량이 고려되어 있음을 알 수 있다.
7) 레일이송장치의 SSE지진하중에서의 최대응력강도는 6.07 MPa로 오른쪽 플랫폼
보의 용접부에서 발생하였다. 지진 하중을 고려한 운전조건 D에서도 주요 부재
인 플랫폼 보와 레일가이드는 20MPa 미만의 응력 수치를 보이며 허용응력
427MPa보다 낮은 값을 보여 구조적으로 건전함을 알 수 있다.
8) 레일이송장치에서 설계조건 및 운전조건A(DWT)와 운전조건 D(DWT+SSE)에
대한 구조건전성을 ASME Sec. III NF에 따라 평가하였으며, 평가결과 레일이송
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장치의 모든 부재에서 발생한 최대 응력이 허용응력보다 작으므로 구조적으로
건전함을 알 수 있었다.
9) 레일이송장치의 최대 응력강도는 피로검토 최저 제한응력80MPa 이하이므로 피
로에 의한 구조적 손상은 없는 것으로 평가된다.. 10) 레일가이드와 플랫폼 보를 제외한 수조벽 브라켓, 플랫폼 브라켓, 가이드레일 브
라켓의 용접부와 볼트부에 대한 구조건전성 평가가 허용 요건를 만족하므로 구
조적으로 건전한 것으로 판단된다.
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참 고 문 헌
[1] 류정수, “하나로 수조덮개에 대한 구조건전성 평가”, KAERI/TR-1954/2001, 한국원
자력연구원, 2001
[2] ANSYS 11.0 Computer Program.
[3] ASME Code Section III, Division 1, Subsection NF, Component Supports, 2007.
[4] ASME Code Section III, Div. 1, Appendix F, Rules for Evaluation of Service
Loadings with Level D Service Limits, 2007.
[5] R.O. Blevins, "Formula for Natural Frequency and Mode Shape," VNR, 1979.
[6] ASME Code Section III, Div. 1, Appendix A, Stress Analysis Methods, 2007.[7] ASME Code Section III, Div. 1, Appendix I, Fatigue Design Curves, 2007.
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그림 1 수조덮개 지진해석의 입력응답스펙트럼 - SSE, 7% 감쇠
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그림 2 수조덮개의 해석모델 - 펴진상태
그림 3 수조덮개의 해석모델 - 접힌상태
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그림 4 단면 RMAIN
그림 5 단면 LMAIN
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그림 8 단면 LSIDE
그림 9 단면 ANCHOR
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그림 10 단면 SBEAM
그림 11 단면 AFRAME
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그림 12 단면 FREND1
그림 13 단면 FREND2
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그림 14 단면 FREND3
그림 15 단면 FLEND1
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그림 16 단면 FLEND2
그림 17 단면 FLEND3
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그림 18 단면 REND1
그림 19 단면 REND2
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그림 20 단면 EXRAIL
그림 21 단면 PANEL
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그림 22 단면 WSOLID
그림 23 단면 WHEEL
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그림 24 단면 WHRGD
그림 25 단면 STOPPER
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그림 26 단면 STRGD
그림 27 단면 HABBM
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그림 28 단면 HACBM
그림 29 단면 HINGEAB
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그림 30 단면 HINGEAC
그림 31 단면 HINGEBB
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그림 32 단면 HINGECC
그림 33 단면 HSTOPPER
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그림 34 단면 HSTRGD
그림 35 단면 PSTOPPER
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그림 36 단면 ESTOPPER
그림 37 단면 STOPPIN
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그림 38 단면 ARM1_S / ARM1_N
그림 39 단면 ARM2_S / RM2_N
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그림 40 단면 ARM3_S / ARM3_N
그림 41 단면 NTD1_S BODY / NTD1_N BODY
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그림 42 단면 NTD2 SUPPORT
그림 43 단면 NTD2 ARM
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그림 44 하나로 수조덮개의 각 부재에 대한 Section Name
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그림 45 NTD1_S 회전팔의 각 부재에 대한 Section Name
그림 46 NTD1_N 회전팔의 각 부재에 대한 Section Name
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그림 47 펴진 상태의 정적해석을 위한 경계조건
그림 48 접힌 상태의 정적해석을 위한 경계조건
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그림 49 펴진상태의 고유진동수해석 및 지진해석을 위한 경계조건
그림 50 접힌상태의 고유진동수해석 및 지진해석을 위한 경계조건
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그림 51 Pool Cover 그레이팅과 폴리카보네이트 단위 질량계산을 위한 단위 영역
그림 52 Sliding Panel 그레이팅과 폴리카보네이트 단위 질량계산을 위한 단위 영역
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그림 53 수조덮개의 하중분포(자중, 펴진 상태)
그림 54 수조덮개의 하중분포(자중, 접힌 상태)
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그림 55 펴진 상태의 수조덮개의 1차 모드
그림 56 펴진 상태의 수조덮개의 2차 모드
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그림 57 펴진 상태의 수조덮개의 3차 모드
그림 58 펴진 상태의 수조덮개의 4차 모드
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그림 59 펴진 상태의 수조덮개의 5차 모드
그림 60 펴진 상태의 수조덮개의 6차 모드
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그림 61 펴진 상태의 수조덮개의 7차 모드
그림 62 펴진 상태의 수조덮개의 8차 모드
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그림 63 펴진 상태의 수조덮개의 9차 모드
그림 64 펴진 상태의 수조덮개의 10차 모드
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그림 65 접힌 상태의 수조덮개의 1차 모드
그림 66 접힌 상태의 수조덮개의 2차 모드
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그림 67 접힌 상태의 수조덮개의 3차 모드
그림 68 접힌 상태의 수조덮개의 4차 모드
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그림 69 접힌 상태의 수조덮개의 5차 모드
그림 70 접힌 상태의 수조덮개의 6차 모드
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그림 71 접힌 상태의 수조덮개의 7차 모드
그림 72 접힌 상태의 수조덮개의 8차 모드
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그림 73 접힌 상태의 수조덮개의 9차 모드
그림 74 접힌 상태의 수조덮개의 10차 모드
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ff
(a) (b)
(c)
(d)
(e)
A1
A4
A3A2
A1 A3A2
그림 75 앵커볼트의 콘크리트
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그림 77 레일이송장치 부재의 두께
그림 78 레일-브라켓 필렛 용접 위치 전체도
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그림 79 Section A의 용접위치
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그림 80 Section B의 용접위치
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그림 81 Section C의 용접위치
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그림 82 레일이송장치의 경계조건
그림 83 레일이송장치의 DWT Load의 Stress Intensity
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그림 84 레일이송장치의 공기중에서의1차모드
그림 85 레일이송장치의 공기중에서의2차 모드
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그림 86 레일이송장치의 공기중에서의3차 모드
그림 87 레일이송장치의 공기중에서의 4차 모드
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그림 88 레일이송장치의 공기중에서의5차 모드
그림 89 레일이송장치의 공기중에서의6차 모드
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그림 90 레일이송장치의 공기중에서의7차 모드
그림 91 레일이송장치의 공기중에서의8차 모드
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그림 92 레일이송장치의 공기중에서의9차 모드
그림 93 레일이송장치의 공기중에서의10차 모드
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그림 94 레일이송장치의 수중에서의1차 모드
그림 95 레일이송장치의 수중에서의2차 모드
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그림 98 레일이송장치의 수중에서의5차 모드
그림 99 레일이송장치의 수중에서의6차 모드
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그림 100 레일이송장치의 수중에서의7차 모드
그림 101 레일이송장치의 수중에서의8차 모드
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그림 102 레일이송장치의 수중에서의9차 모드
그림 103 레일이송장치의 수중에서의10차 모드
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그림 104 레일이송장치의 Stress Intensity(SSE)
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그림 105 Platform(右)의 Stress Intensity(SSE)
그림 106 Platform(中)의 Stress Intensity(SSE)
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그림 107 Platform(左)의 Stress Intensity(SSE)
그림 108 Rail의 Stress Intensity(SSE)
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부 록 I : 하나로 NTD1 회전팔 및 레일이송장치에 대한 지진응
답해석을 위한 ANSYS 입력자료
1)하나로
NTD1회전팔 및 레일이송장치 해석모델 입력자료
1-1. NTD1 회전팔 모델
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !! NTD1-S & NTD1-N & NTD2 MODELING !! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!/INPUT,'HANARO 44','INP'!/PNUM,KP,0/PNUM,LINE,0/PNUM,AREA,0/PNUM,VOLU,0/PNUM,NODE,0/PNUM,TABN,0/PNUM,SVAL,0/NUMBER,0/PNUM,SECT,0
/PREP7ET,3,SHELL181
MP,EX,3,187.8E6MP,NUXY,3,0.28MP,DENS,3,5.8E-6 ! NTD1-s
MP,EX,4,187.8E6MP,NUXY,4,0.28MP,DENS,4,6.4E-6 ! NTD1-n
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! NTD1-S !
! KEY POINT NUMBER START => 2001~ !! LINE POINT NUMBER START =>2001~ !! AREA POINT NUMBER START => 21~ !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!/prep7NUMSTR,KP,2001,NUMSTR,LINE,2001,NUMSTR,AREA,21,
kwpave,151csys,wpwpoffs,-304,25+4,50k,2001,0,0,0K,2002,120,0,0K,2003,120,0,-525k,2004,0,0,-525a,2001,2002,2003,2004k,2005,0,0,-173k,2006,120,0,-173k,2007,120,75.9,-173k,2008,0,75.9,-173a,2005,2006,2007,2008k,2009,0,75.9,-525k,2010,120,75.9,-525a,2005,2008,2009,2004a,2006,2007,2010,2003a,2004,2009,2010,2003a,2008,2007,2010,2009k,2011,0,0,-100k,2012,0,-50,-100k,2013,0,-50,-200k,2014,0,-10,-450k,2015,0,0,-450a,2011,2012,2013,2014,2015
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AGEN,2,27,,,120,,,,0kwpave,2008wpoffs,29.4,0,0wprot,71.9,0,0k,2021,0,0,0k,2022,170,0,0k,2023,170,0,-352
k,2024,0,0,-352a,2021,2022,2023,2024k,2025,141.7,0,-34k,2026,0,0,-34wpcsys,-1,0kwpave,2007k,2027,0,0,-34k,2028,0,119.7,-34kwpave,2025wprot,0,90,0k,2029,25.8,0,0a,2025,2026,2027,2028,2029AGEN,2,30,,,,-89,,,0AGEN,2,30,,,,-89-91,,,0AGEN,2,30,,,,-89-91-89,,,0asbw,allaovlap,all
wpcsys,-1,0
csys,wpkwpave,2024wprot,71.9,0,0wpoffs,79.535,0,0k,2047,0,74.375+4,0k,2048,0,74.375+4,49k,2049,0,74.375+4,352l,2047,2048l,2048,2049
kwpave,2048k,2050,0,62,0k,2051,0,62+95,0k,2052,0,62+95+122-15.5,0l,2048,2050l,2050,2051l,2051,2052
!!!!!!!!!!!!!!!!!!!!!!!!!!! modify NTD1_S !!!!!!!!!!!!!!!!!!!!!!!!!!!wpcsys,-1,0csys,0kwpave,2028wprot,0,90,0asel,s,,,30,33asbw,allkwpave,2018wprot,90,0,90asel,s,,,50,51asbw,all
KWPLAN,-1,2021,2045,2026wprot,0,0,90kwpave,2022wpoffset,0,0,-33
asel,s,,,36$asel,a,,,29$asel,a,,,39$asel,a,,,41$asel,a,,,43asbw,allwpoffset,0,0,-104asel,s,,,56,60asbw,allwprot,0,90,0wpoffset,0,0,-15asbw,61wpoffset,0,0,-155asbw,64wpoffset,0,0,-155asbw,62
!!!!!!!!!!!!!!!!!!!!!!!!!!! component NTD1_S !!!!!!!!!!!!!!!!!!!!!!!!!!!
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lsel,s,,,2007cm,arm1_s,line!section r=15lsel,s,,,2011cm,arm2_s,line!section 50x50lsel,s,,,2012
cm,arm3_s,line!section 50x50x5tlsel,s,,,2002lsel,a,,,2004CM,NTD1_S_body,line!130x148.75CSYS,0ASEL,S,LOC,X,280,410ASEL,R,LOC,Y,-2100,-1690CM,NTD1_S_braket,AREA!t=8
!!!!!!!!!!!!!!!!!!!!!!!!!!! mesh NTD1_S !!!!!!!!!!!!!!!!!!!!!!!!!!!cmsel,s,NTD1_S_braketR,201,8AATT,3,201,3,
lsla,sLESIZE,ALL,25,,,,1,,,1,
AMAP,48,2002,2001,2005,2006AMAP,33,2017,2016,2058,2018AMAP,31,2018,2058,2020,2019AMAP,32,2011,2012,2013,2057AMAP,30,2057,2013,2014,2015AMAP,49,2006,2005,2004,2003AMAP,47,2008,2005,2004,2009AMAP,46,2006,2007,2008,2005AMAP,54,2006,2007,2010,2003AMAP,45,2003,2010,2009,2004AMAP,44,2042,2010,2024,2041AMAP,42,2037,2042,2041,2036AMAP,40,2032,2037,2036,2031AMAP,37,2027,2032,2031,2026AMAP,38,2007,2027,2026,2021AMAP,52,2021,2008,2009,2024AMAP,21,2027,2026,2053,2028AMAP,22,2028,2053,2025,2029AMAP,23,2032,2031,2054,2033AMAP,24,2033,2054,2030,2034AMAP,25,2037,2036,2055,2038AMAP,26,2038,2055,2035,2039AMAP,27,2042,2041,2056,2043AMAP,28,2043,2056,2040,2044AMAP,35,2061,2045,2025,2059AMAP,34,2059,2025,2030,2060AMAP,50,2030,2060,2062,2035AMAP,51,2062,2035,2040,2063AMAP,65,2068,2062,2063,2069AMAP,59,2068,2074,2073,2062AMAP,58,2074,2066,2060,2073AMAP,63,2066,2065,2059,2060AMAP,57,2072,2065,2059,2071AMAP,56,2067,2072,2071,2061
AMAP,36,2021,2026,2065,2067AMAP,29,2026,2065,2066,2031AMAP,39,2031,2066,2068,2036AMAP,41,2036,2068,2069,2041AMAP,43,2041,2069,2070,2024AMAP,61,2069,2076,2075,2063AMAP,60,2076,2070,2064,2075AMAP,55,2040,2063,2064,2046
cmsel,s,NTD1_S_bodyR, 202 , 19338 ,0.272e8 ,0.357e8 , 74.375 , 65 ,0.529e8 RMORE, 19338 ,0.272e8 ,0.357e8 , 74.375 , 65 ,0.529e8! RMORE, 0.0000 ,-.14483E-13,-60.560 , 0.0000 ,-.14483E-13,-60.560! RMORE, 2.9676 , 3.9804 , 110.56 , 80.000 , 110.56 , 80.000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE,-11.887 ,-.66943E-03,-11.887 ,-.66943E-03, 0.0000 , 0.0000
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! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000LATT,3,202,1,,2051,lmesh,all
cmsel,s,arm1_s
R, 203 , 706.31 , 39679. , 39679. , 15.000 , 15.000 , 79357. RMORE, 706.31 , 39679. , 39679. , 15.000 , 15.000 , 79357. RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 RMORE, 1.1670 , 1.1670 , 15.000 , 15.000 , 15.000 , 15.000 RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 RMORE,0.73726E-15,-.25769E-15,0.73726E-15,-.25769E-15, 0.0000 , 0.0000 RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000LATT,3,203,1,,10001,lmesh,all
cmsel,s,arm2_sR, 204 , 2500 ,520833 , 520833 , 25 , 25 ,891426 RMORE, 2500 ,520833 , 520833 , 25 , 25 ,891426! RMORE, 0.0000 ,-.14483E-13,-60.560 , 0.0000 ,-.14483E-13,-60.560! RMORE, 2.9676 , 3.9804 , 110.56 , 80.000 , 110.56 , 80.000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE,-11.887 ,-.66943E-03,-11.887 ,-.66943E-03, 0.0000 , 0.0000
! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000LATT,3,204,1,,10001,lmesh,all
cmsel,s,arm3_sR, 205 , 900 ,307500 ,307500 , 25 , 25 ,487426 RMORE, 900 ,307500 ,307500 , 25 , 25 ,487426! RMORE, 0.0000 ,-.14483E-13,-60.560 , 0.0000 ,-.14483E-13,-60.560! RMORE, 2.9676 , 3.9804 , 110.56 , 80.000 , 110.56 , 80.000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE,-11.887 ,-.66943E-03,-11.887 ,-.66943E-03, 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000LATT,3,205,1,,10001,lmesh,all
R, 210 , 1256.64 , 125633.7 , 125633.7 , 20.000 , 20.000 , 250808 ! r=20, modified RMORE, 1256.64 , 125633.7 , 125633.7 , 20.000 , 20.000 , 250808 RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 RMORE, 1.1670 , 1.1670 , 20.000 , 20.000 , 20.000 , 20.000 RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 RMORE, 0.311E-15 , -.417E-15 , 0.311E-15 , -.417E-15 , 0.0000 , 0.0000 RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000
ALLSELCSYS,0wpcsys,-1,0!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! NTD1-N !! KEY POINT NUMBER START => 3001~ !! LINE POINT NUMBER START =>3001~ !! AREA POINT NUMBER START => 321~ ! !
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!/prep7NUMSTR,KP,3001,NUMSTR,LINE,3001,NUMSTR,AREA,321,
kwpave,16wpoffset,-97,-167.7,-60.56-139.44-7.5csys,wp
k,3001,0,0,0k,3002,194,0,0k,3003,194,-170,0k,3004,0,-170,0a,3001,3002,3003,3004 ! t=15
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k,3005,194,0,-352k,3006,194,-170,-352a,3002,3005,3006,3003
k,3007,194,-80.25-4,0k,3008,194+170,-80.25-4,0k,3009,194+170,-80.25-4,-352
k,3010,194,-80.25-4,-352a,3007,3008,3009,3010
wpoffset,194,-80.25-4,-30-4k,3011,0,0,0k,3012,148.9+4,0,0k,3013,148.9+4,-10-2,0k,3014,0,-65,0a,3011,3012,3013,3014AGEN,2,324,,,,,-89,,0AGEN,2,324,,,,,-89-91,,0AGEN,2,324,,,,,-89-91-89,,0
kwpave,3003k,3027,-159-4,0,0k,3028,-159-4,0,-10-7.5k,3029,-10-4,0,-296.621k,3030,0,0,-296.621a,3003,3027,3028,3029,3030
AGEN,2,328,,,,170,,,0
kwpave,3014wprot,0,90,0asbw,322kwpave,3012wprot,0,0,90asbw,323aovlap,all
wpcsys,-1,0csys,wpkwpave,3010wpoffs,79.535,0,0k,3040,0,74.375+4,0k,3041,0,74.375+4,49k,3042,0,74.375+4,352l,3040,3041l,3041,3042
kwpave,3041!k,3043,0,59+18.623,0!k,3044,0,95+59+18.623,0!k,3045,0,342.4+95+59+18.623,0k,3043,0,62,0k,3044,0,62+95,0k,3045,0,62+95+352.4-15.5,0l,3041,3043l,3043,3044l,3044,3045
!!!!!!!!!!!!!!!!!!!!!!!!!!! modify NTD1_N !!!!!!!!!!!!!!!!!!!!!!!!!!!wpcsys,-1,0kwpave,3003wprot,0,0,-50
asel,s,,,328asel,a,,,342asbw,allallselwpcsys,-1,0kwpave,3036wprot,,90,0asbw,344kwpave,3007asbw,331
wprot,0,0,90wpoffset,0,0,33ASEL,S,,,323$ASEL,a,,,333$ASEL,a,,,336$ASEL,a,,,338$ASEL,a,,,340asbw,allwpoffset,0,0,104
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ASEL,S,,,344$ASEL,a,,,348$ASEL,a,,,350$ASEL,a,,,352$ASEL,a,,,354asbw,allallselwprot,0,90,0wpoffset,0,0,15asbw,356wpoffset,0,0,155
asbw,357wpoffset,0,0,155asbw,359LSTR,3035,3023LSTR,3030,3026ASBL,345,3092ASBL,346,3086
asel,s,,,328asel,a,,,332asel,a,,,342KWPLAN,-1,3003,3002,3030wpoffset,0,0,74asbw,allwpoffset,0,0,80asbw,allkwpave,3003wprot,0,0,90wpoffset,0,0,30
asbw,allwpoffset,0,0,110asbw,allallsel
!!!!!!!!!!!!!!!!!!!!!!!!!!! component NTD1_N !!!!!!!!!!!!!!!!!!!!!!!!!!!csys,0ASEL,S,LOC,X,537,903ASEL,R,LOC,Y,531,703CM,NTD1_N_braket,AREAlsel,s,,,3001lsel,a,,,3003CM,NTD1_N_body,line!top t=15 others=8lsel,s,,,3005CM,arm1_n,line,line!cmsel,s,s_arm_weak!section r=15lsel,s,,,3007CM,arm2_n,line,line!section 50x50lsel,s,,,3011CM,arm3_n,line,line!section 50x50x5twpcsys,-1,0csys,0ALLSEL
!!!!!!!!!!!!!!!!!!!!!!!!!!! mesh NTD1_N !!!!!!!!!!!!!!!!!!!!!!!!!!!cmsel,s,NTD1_n_braketasel,u,,,328asel,u,,,332asel,u,,,342
AATT,4,201,3,
asel,s,,,328asel,a,,,332asel,a,,,342R,206,15AATT,4,206,3,
cmsel,s,NTD1_n_braketlsla,sLESIZE,ALL,40,,,,1,,,1,
AMAP,346,3003,3036,3068,3067AMAP,332,3067,3068,3071,3073AMAP,367,3073,3071,3047,3004AMAP,365,3036,3077,3078,3068
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AMAP,370,3068,3078,3076,3071AMAP,363,3071,3076,3075,3047AMAP,369,3077,3007,3069,3078AMAP,371,3078,3069,3072,3076AMAP,364,3076,3072,3048,3075AMAP,342,3007,3081,3082,3069AMAP,372,3069,3082,3080,3072
AMAP,328,3072,3080,3079,3048AMAP,361,3081,3002,3070,3082AMAP,373,3082,3070,3074,3080AMAP,374,3080,3074,3001,3079AMAP,321,3027,3003,3031,3028AMAP,322,3031,3003,3030,3029AMAP,329,3002,3032,3033,3046AMAP,330,3002,3046,3034,3035AMAP,347,3051,3007,3011,3049AMAP,331,3049,3011,3015,3050AMAP,349,3050,3015,3019,3052AMAP,351,3052,3019,3023,3053AMAP,353,3053,3023,3010,3054AMAP,348,3057,3062,3061,3051AMAP,344,3062,3055,3049,3061AMAP,355,3055,3049,3050,3056AMAP,350,3056,3064,3063,3050AMAP,352,3058,3064,3063,3052AMAP,358,3058,3052,3053,3059
AMAP,354,3059,3066,3065,3053AMAP,356,3066,3060,3054,3065AMAP,333,3038,3057,3055,3012AMAP,323,3012,3055,3056,3016AMAP,336,3016,3056,3058,3020AMAP,338,3020,3058,3059,3024AMAP,340,3024,3059,3060,3039AMAP,343,3008,3038,3039,3009AMAP,335,3036,3007,3011,3014AMAP,334,3014,3011,3015,3018AMAP,337,3018,3015,3019,3022AMAP,339,3022,3019,3023,3026AMAP,341,3026,3023,3010,3037AMAP,324,3014,3011,3012,3013AMAP,325,3018,3015,3016,3017AMAP,326,3022,3019,3020,3021AMAP,327,3026,3023,3024,3025AMAP,360,3007,3002,3035,3023AMAP,345,3023,3035,3005,3010AMAP,359,3003,3036,3026,3030AMAP,357,3030,3026,3037,3006
cmsel,s,NTD1_N_bodyLATT,4,202,1,,3045,lmesh,allcmsel,s,arm1_nLATT,4,210,1,,10001,lmesh,allcmsel,s,arm2_nLATT,4,204,1,,10001,lmesh,allcmsel,s,arm3_nLATT,4,205,1,,10001,lmesh,allALLSELCSYS,0
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! NTD2 !! KEY POINT NUMBER START => 4001~ !! LINE POINT NUMBER START =>4001~ ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!/prep7NUMSTR,KP,4001,NUMSTR,LINE,4001,
kwpave,145wpoffset,369,25,0csys,wpk,4001,0,0,0k,4002,0,76,0k,4003,0,120,0k,4004,0,76,86
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k,4005,0,76,-513k,4006,0,76-137.8,-513k,4007,0,76+814,-513l,4001,4002l,4002,4003l,4002,4004l,4002,4005
l,4005,4006l,4005,4007
!!!!!!!!!!!!!!!!!!!!!!!!!!! component NTD2 !!!!!!!!!!!!!!!!!!!!!!!!!!!lsel,s,,,4001,4002cm,ntd2-bracket,line!90x47!lsel,s,,,4003,4004cm,NTD2-body,line!r=26!lsel,s,,,4005,4006cm,NTD2-arm,line!50x50x3.2t!wpcsys,-1,0
csys,0allsel
!!!!!!!!!!!!!!!!!!!!!!!!!!! mesh NTD2 !!!!!!!!!!!!!!!!!!!!!!!!!!!
cmsel,s,NTD2-bodyR, 207 , 2122 ,358167 ,358167 , 26 ,26 , 716334 RMORE, 2122 ,358167 ,358167 , 26 ,26 , 716334! RMORE, 0.0000 ,-.14483E-13,-60.560 , 0.0000 ,-.14483E-13,-60.560! RMORE, 2.9676 , 3.9804 , 110.56 , 80.000 , 110.56 , 80.000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE,-11.887 ,-.66943E-03,-11.887 ,-.66943E-03, 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000LATT,1,207,1,,10002,lmesh,all
cmsel,s,ntd2-bracketR, 208 , 4230 ,0.286e7 ,778673 , 45 ,23.5 , 0.213e7 RMORE, 4230 ,0.286e7 ,778673 , 45 ,23.5 , 0.213e7! RMORE, 0.0000 ,-.14483E-13,-60.560 , 0.0000 ,-.14483E-13,-60.560! RMORE, 2.9676 , 3.9804 , 110.56 , 80.000 , 110.56 , 80.000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE,-11.887 ,-.66943E-03,-11.887 ,-.66943E-03, 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000LATT,1,208,1,,10001,lmesh,all
cmsel,s,NTD2-armR, 209 , 599.04 ,219696 ,219696 , 25 , 25 ,343198 RMORE, 599.04 ,219696 ,219696 , 25 , 25 ,343198! RMORE, 0.0000 ,-.14483E-13,-60.560 , 0.0000 ,-.14483E-13,-60.560
! RMORE, 2.9676 , 3.9804 , 110.56 , 80.000 , 110.56 , 80.000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE,-11.887 ,-.66943E-03,-11.887 ,-.66943E-03, 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000! RMORE, 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000 , 0.0000LATT,1,209,1,,10001,lmesh,all
!---- NTD1-S ----CP,2001,ALL,1774,2933,2935,2951,2954,3028,3029,2936,2955,2956CP,next,ALL,1773,2934,2937,2981,2938,2940,2941,2942,2939,2982CP,next,ALL,3612,3568,3504CP,next,ALL,3616,3538,3514CP,next,ALL,3608,3593,3591
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!---- NTD1-N ----
CP,next,ALL,101 ,3685,3681CP,next,ALL,105,3661,3659CP,next,ALL,4137,3888,3857CP,next,ALL,4141,3903,3872CP,next,ALL,4133,3924,3884
!---- NTD2 ----CP,next,ALL,4208,1683,1682
!---- loading condition ----R,1000,80, ! 80kg 조사통TYPE,2REAL,1000e,3638e,4163alls
!---- Modify LTD1(N) arm length & real constant ----LCLEAR,3005KWPLAN,-1,3041,3043,3040csys,4wpoff,45.5wprot,,,-90
LSBW,3005, ,lsel,s,,,4008cm,arm1_n,linelatt,4,210,1,,10001lmesh,4008allscsys,0wpcsys,-1
ET,4,MPC184KEYOPT,4,1,1type,4E,4240,4131alls
!---- Modify LTD1(s) arm length ----LCLEAR,2007KWPLAN,-1,2048,2050,2049csys,4wpoff,45.5wprot,,,-90LSBW,2007lsel,s,,,4010cm,arm1_s,linelatt,4,203,1,,10001lmesh,4010allscsys,0wpcsys,-1
type,4E,4246,3606alls
SAVEfini
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1-2. 레일이송장치 모델
/filname,RAIL_SSE/title, Seismic Analysis of Rail Transfer System for HANARO NTD1!!!!!!!!!!!!!!!!!!!!! RAIL GUIDE MODEL !!!!!!!!!!!!!!!!!!!!!
/prep7csys,wpwpcsys,-1,0wpoffset,-102.1-3.1,-37.2-21.9k,1,0,0,0circle,1,1500,,,56,,circle,1,1500,,,110,,lcomb,2,3,0LSBL,2,1circle,1,1565,,,56,,circle,1,1565,,,110,,lcomb,2,4,0LSBL,2,1circle,1,1435,,,56,,circle,1,1435,,,110,,lcomb,2,5,0LSBL,2,1k,2,0,0,-96circle,2,1500,,,56,,
circle,2,1500,,,110,,lcomb,2,6,0LSBL,2,1circle,2,1544,,,56,,circle,2,1544,,,110,,lcomb,2,7,0LSBL,2,1circle,2,1456,,,56,,circle,2,1456,,,110,,lcomb,2,8,0LSBL,2,1
circle,3,1156.55,,,326,,l,3,19lsel,s,,,1$lsel,a,,,2$lsel,a,,,9$lsel,a,,,10ldele,all,,,1allselcircle,4,1156.55,,,326,,l,4,20lsel,s,,,1$lsel,a,,,2$lsel,a,,,9$lsel,a,,,10ldele,all,,,1allselcircle,5,1156.55,,,326,,l,5,21lsel,s,,,1$lsel,a,,,2$lsel,a,,,9$lsel,a,,,10ldele,all,,,1allselcircle,9,1156.55,,,326,,l,9,22lsel,s,,,1$lsel,a,,,2$lsel,a,,,9$lsel,a,,,10ldele,all,,,1allselcircle,11,1156.55,,,326,,l,11,23lsel,s,,,1$lsel,a,,,2$lsel,a,,,9$lsel,a,,,10ldele,all,,,1allsel
circle,12,1156.55,,,326,,l,12,24lsel,s,,,1$lsel,a,,,2$lsel,a,,,9$lsel,a,,,10ldele,all,,,1allselcircle,6,647.2,,,201,,l,6,18lsel,s,,,1$lsel,a,,,2$lsel,a,,,9ldele,all,,,1allselcircle,8,647.2,,,201,,l,8,25lsel,s,,,1$lsel,a,,,2$lsel,a,,,9ldele,all,,,1allselcircle,10,647.2,,,201,,
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l,10,26lsel,s,,,1$lsel,a,,,2$lsel,a,,,9ldele,all,,,1allselcircle,13,647.2,,,201,,l,13,27lsel,s,,,1$lsel,a,,,2$lsel,a,,,9
ldele,all,,,1allselcircle,15,647.2,,,201,,l,15,28lsel,s,,,1$lsel,a,,,2$lsel,a,,,9ldele,all,,,1allselcircle,17,647.2,,,201,,l,17,29lsel,s,,,1$lsel,a,,,2$lsel,a,,,9ldele,all,,,1allsellsel,s,,,4$lsel,a,,,12$lsel,a,,,17lcomb,all,,0lsel,s,,,3$lsel,a,,,10$lsel,a,,,11lcomb,all,,0lsel,s,,,5$lsel,a,,,13$lsel,a,,,18lcomb,all,,0lsel,s,,,6$lsel,a,,,14$lsel,a,,,19
lcomb,all,,0lsel,s,,,7$lsel,a,,,15$lsel,a,,,20lcomb,all,,0lsel,s,,,8$lsel,a,,,16$lsel,a,,,21lcomb,all,,0l,18,25$l,18,26$l,27,28$l,27,29$l,18,27l,19,20$l,19,21$l,22,23$l,22,24$l,19,22allselal,1,3,4,12$al,2,3,5,13$al,3,6,11,16$al,6,7,9,14$al,6,8,10,15
!!!!!!!!!!!!!!!!!! SUPPORT MODEL !!!!!!!!!!!!!!!!!!wpcsys,-1,0csys,wpwprot,-16k,30,0,0,31circle,30,1980,,,26.73,,l,30,4ldele,17,,,1circle,30,1980,,,73.92,,l,30,5ldele,17,,,1circle,30,1980,,,121.31,,l,30,7ldele,17,,,1$ldele,20,,,1KL,21,0.65,,l,30,3LSBL,21,17KL,19,0.65,,l,30,6LSBL,19,17KL,18,0.7717,,l,30,8LSBL,18,17 wpcsys,-1,0
KWPAVE,3wprot,47.3,0,0wprot,-16,0,0LGEN,2,20, , ,75, , , ,0LGEN,2,20, , ,-75, , , ,0wpcsys,-1,0KWPAVE,6wprot,-16,0,0LGEN,2,21, , ,75, , , ,0LGEN,2,21, , ,-75, , , ,0wpcsys,-1,0KWPAVE,8wprot,26.73LGEN,2,19, , ,,77.5 , , ,0LGEN,2,19, , ,,-77.5 , , ,0wpcsys,-1,0
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CSYS,1KL,22,0.8028,l,14,33LSBL,22,26ldele,28,,,1kl,25,0.82146l,32,14
LSBL,25,22ldele,28,,,1
L,7,12$L,7,10$L,3,11$L,3,9L,5,15$L,5,13$L,6,16$L,6,33L,4,31$L,4,17$L,8,30$L,8,14
al,18,20,22,28al,17,20,25,29al,21,23,30,32al,21,27,31,33al,19,24,35,36al,19,26,34,37
asel,s,,,6,11agen,2,all,,,,,190l,7,35$l,3,36$l,6,40$l,5,39$l,8,46$l,4,45al,20,40,59,60al,21,45,61,62
al,19,52,63,64
wpcsys,-1,0 !plate modelcsys,wpkwpave,16wprot,-16,0,0wpoffset,-52,5,-11k,51,0,0,0k,52,200,0,0k,53,254,106,0k,54,254,244,0k,55,0,244,0a,51,52,53,54,55 !t=10AGEN,2,21, , , , ,-10, ,0
wpcsys,-1,0kwpave,9wprot,137.3wprot,-16,0,0wpoffset,81.8,-52,-11k,61,0,0,0k,62,113.8,0k,63,123.4,52,0k,64,242.2,52,0k,65,46,254,0k,66,279,254,0a,61,65,66,64,63,62AGEN,2,23, , , , ,-10, ,0allsel
wpcsys,-1,0kwpave,8wprot,-16,0,0wprot,42.7wpoffset,-21.9,-77.5,-11k,73,0,0,0k,74,-116.2,207,0
k,75,152,207,0k,76,268.3,0,0a,73,74,75,76AGEN,2,25, , , , ,-10, ,0
wpcsys,-1,0 !wall support modelkwpave,41wprot,-16,0,0wpoffset,-19.3,555,12.5k,81,0,0,0k,82,0,150,0k,83,183.6,150,0k,84,183.6,0,0a,81,82,83,84AGEN,2,27, , , , ,-215, ,0
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wpcsys,-1,0kwpave,32wprot,137.3wprot,-16,0,0wpoffset,555,19.3,12.5k,89,0,0,0k,90,150,0,0
k,91,150,-183.6,0k,92,0,-183.6,0a,89,90,91,92AGEN,2,29, , , , ,-215, ,0
wpcsys,-1,0csys,wpkwpave,5wprot,-16,0,0wpoffset,8,12,25k,97,0,0,0k,98,0,-102,0k,99,0,-102,140k,100,0,0,140a,97,98,99,100AGEN,2,31, , ,-16, ,, ,0
wpcsys,-1,0kwpave,7
wprot,137.3wprot,-16,0,0wpoffset,12,-8,25k,105,0,0,0k,106,-102,0,0k,107,-102,0,140k,108,0,0,140a,105,106,107,108AGEN,2,33, , ,,16 ,, ,0
csys,wpwpcsys,-1,0kwpave,48wprot,26.73,0,0wpoffset,0,34.5,70k,363,0,0,0k,364,0,-224,0k,365,0,-224,-606.66k,366,0,0,-606.66a,363,364,365,366ASEL,S,LOC,x,-1,1ASEL,r,LOC,y,-607,1kwpave,50asbw,allwprot,0,90,0asbw,allwprot,0,-90,0kwpave,17asbw,allwprot,0,90,0asbw,allkwpave,48asbw,allkwpave,45asbw,allNUMMRG,KP, , , ,LOWallsel
adele,16,17ldele,55ldele,58al,52,53,54,156al,52,56,57,128adele,10,11ldele,34,35al,36,19,157,24al,37,26,130,19
!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! Line divide for welding coupling !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!wpcsys,-1,0k,2001,0,0,-1000k,2002,0,0,1000
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l,2001,2002asel,s,LOC,x,-1240,1660asel,r,LOC,z,-100,11
ADRAG,82, , , , , ,34 !left lower_plate welding lineASBA,all,40KWPLAN,-1,122,121,126
kwpave,71asbw,allkwpave,72asbw,allKWPLAN,-1,71,72,115asbw,63ADRAG,179, , , , , ,34ASBA,all,3ADRAG,180, , , , , ,34ASBA,all,1ADRAG,170, , , , , ,34ASBA,all,1
ADRAG,94, , , , , ,34 !right lower_plate welding lineASBA,all,1KWPLAN,-1,152,150,153kwpave,78asbw,allADRAG,222, , , , , ,34
ASBA,all,73ADRAG,223, , , , , ,34ASBA,all,26
ADRAG,74, , , , , ,34 !mid lower_plate welding lineASBA,all,26KWPLAN,-1,167,166,169kwpave,59asbw,allADRAG,250, , , , , ,34ASBA,all,74ADRAG,251, , , , , ,34ASBA,all,22KWPLAN,-1,58,181,160kwpave,160asbw,90aadd,22,26kwpave,173asbw,92aadd,22,55
wpcsys,-1,0k,2003,0,0,0k,2004,0,0,1000l,2003,2004asel,s,LOC,x,-1240,1660asel,r,LOC,y,0,1600asel,r,LOC,z,15,300
ADRAG,77, , , , , ,247 !left upper_plate welding lineASBA,all,22ADRAG,75, , , , , ,247ASBA,all,6ADRAG,284, , , , , ,34ASBA,all,6KWPLAN,-1,197,196,185kwpave,63
asbw,all
ADRAG,68, , , , , ,247 !mid upper_plate welding lineasba,all,95ADRAG,296, , , , , ,34ASBA,all,8KWPLAN,-1,200,6,203kwpave,52asbw,14KWPLAN,-1,6,33,43asbw,8
KWPLAN,-1,17,30,48 !right upper_plate welding lineasbw,25KWPLAN,-1,30,8,47asbw,21
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KWPLAN,-1,8,46,14asbw,95ADRAG,310, , , , , ,247asba,all,95!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! Line divide for boliting point !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
wpcsys,-1,0kwpave,89wprot,137.3-16wpoffset,48.5,-55wprot,0,90,90asel,s,,,29,30 !left_support boliting(H)asel,a,,,96asel,a,,,98asel,a,,,100asel,a,,,55asel,a,,,92asbw,allwprot,0,0,90asel,u,,,129,133asbw,allkwpave,228wpoffset,0,0,55asbw,allallsel
wpcsys,-1,0 !mid_support boliting(H)kwpave,81wprot,-16wpoffset,48.5,55wprot,0,90,0asel,u,,,31,32asbw,allwprot,0,0,90asel,s,,,11$asel,a,,,17$asel,a,,,98asel,a,,,134$asel,a,,,138$asel,a,,,145,147asbw,allkwpave,258wpoffset,0,0,-55asbw,all
wpcsys,-1,0 !left plates bolting lineASEL,s,LOC,x,-1000,-600ASEL,r,LOC,y,1200,1400ASEL,r,LOC,z,1,30KWPLAN,-1,65,61,68wpoffset,27.6,,26.7asbw,allKWPLAN,-1,286,66,285wpoffset,-5.1,0,-32.4asbw,allKWPLAN,-1,65,61,68wpoffset,-3.3,,196.5asbw,allKWPLAN,-1,281,61,283wpoffset,-5.9,0,-32.9asbw,alladele,3,4,,1 !dummy areaKWPLAN,-1,182,297,70wpoffset,19.8,0,-16asbw,allwprot,0,0,100.3
asbw,allwpoffset,30wprot,0,0,-100.3asbw,all
wpcsys,-1,0ASEL,s,LOC,x,236,547ASEL,r,LOC,y,1220,1510ASEL,r,LOC,z,1,30KWPLAN,-1,51,56,55wpoffset,,41,33.4asbw,allwprot,0,90,0asbw,allwpoffset,,,-170asbw,all
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kwpave,350wprot,0,90+0.5,0asbw,allkwpave,353wprot,0,-0.5,0wpoffset,,,-151asbw,all
wpcsys,-1,0 !right plates bolting lineASEL,s,LOC,x,1180,1620ASEL,r,LOC,y,608,861ASEL,r,LOC,z,1,30KWPLAN,-1,74,73,78wpoffset,,,31.8asbw,allwpoffset,,,170asbw,allwpoffset,,,12asbw,allKWPLAN,-1,74,75,78wpoffset,,,-31.8asbw,allwpoffset,,,-124asbw,allwpoffset,,,-19.1asbw,all
kwpave,387asbw,allaadd,8,83aadd,4,75
asel,s,,,33,34 !left support bolting(V)asel,a,,,20KWPLAN,-1,109,110,105wpoffset,,,40asbw,allwpoffset,,,60asbw,allwpoffset,57wprot,,,90asbw,all
asel,s,,,31,32 !mid support bolting(V)asel,a,,,136KWPLAN,-1,101,102,97wpoffset,,,40asbw,allwpoffset,,,60asbw,allwpoffset,57wprot,,,90asbw,all
wpcsys,-1,0 !right support boltingkwpave,363wprot,26.73,90,0ASEL,S,LOC,x,-1,1wpoffset,0,0,24.5asbw,allwpoffset,0,0,175asbw,allwprot,0,90,0wpoffset,0,0,46.66
asbw,allkwpave,510wpoffset,0,0,-46.66asbw,allallsel
!!!!!!!!!!!!!!!! divide rail !!!!!!!!!!!!!!!!wpcsys,-1,0wprot,0,90,0wprot,0,0,56kwpave,1asbw,allwprot,0,0,54asbw,all
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wprot,0,0,-54kwpave,402wpoffset,0,0,225.55asbw,all
!!!!!!!!!!!!!! component !
!!!!!!!!!!!!!csys,0wpcsys,-1,0allselcm,allmodel,area
ASEL,S,LOC,Z,-300,1kwpave,363wprot,26.73,0,0csys,wpASEL,u,LOC,x,-1,1csys,0wpcsys,-1,0cm,rail,areaallsel
ASEL,S,LOC,Z,15,30asel,r,loc,y,0,1500cm,upper_plate,area
ASEL,S,LOC,Z,1,15asel,r,loc,y,0,1500cm,lower_plate,area
ASEL,s,LOC,x,-1130,-600ASEL,r,LOC,Z,18,235cmsel,u,upper_platecm,left_support,areaallsel
ASEL,s,LOC,x,280,640ASEL,r,LOC,Z,18,235cmsel,u,upper_platecm,mid_support,area
asel,s,loc,x,1350,2000cmsel,u,railcmsel,u,upper_platecmsel,u,lower_platecm,right_support,area
ASEL,S,LOC,Z,-97,-95cm,t12,area
ASEL,S,LOC,Z,233,235ASEL,a,LOC,Z,18,19wpcsys,-1,0csys,wpkwpave,363wprot,26.73,90,0ASEL,a,LOC,x,-1,1csys,0cm,t15,area
cmsel,s,allmodelasel,u,loc,z,-1000,32
asel,u,loc,z,220,1000asel,u,,,315,316$asel,u,,,328,329$asel,u,,,320,321asel,u,,,313,314$asel,u,,,305,306$asel,u,,,283,292asel,u,,,83$asel,u,,,282$asel,u,,,311,312$asel,u,,,293$asel,u,,,304asel,u,,,227$asel,u,,,324$asel,u,,,318$asel,u,,,75$asel,u,,,325$asel,u,,,319asel,u,,,4$asel,u,,,31$asel,u,,,41$asel,u,,,35$asel,u,,,39$asel,u,,,252cm,t6,area
cmsel,s,allmodelcmsel,u,railcmsel,u,t12cmsel,u,t15cmsel,u,t6cm,t10,area
csys,wp
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asbw,allkwpave,432asbw,allkwpave,418asbw,allkwpave,403asbw,all
kwplan,-1,161,160,178kwpave,373asbw,allkwpave,383asbw,allkwpave,348asbw,all
aadd,58,394aadd,60,396
lcomb,965,179,0lcomb,948,968,0lcomb,216,861,0lcomb,72,860,0
cm,rail,area
asel,r,loc,z,-96aatt,2,2,2cmsel,,railasel,r,loc,z,-96+u,-uaatt,2,3,2cmsel,,railasel,r,loc,z,0aatt,2,3,2
cmsel,,railasel,u,,,26asel,u,,,57
esize,20
mshkey,1amesh,all
cmsel,,railamap,26,160,585,587,176amap,57,173,588,590,177
cmsel,,lower_platelslaaadd,190,228aadd,234,243lcomb,67,599,0cm,lower_plate,areaaatt,2,3,2
asel,u,,,58asel,u,,,60asel,u,,,239lesize,259,,,8lesize,258,,,4
amesh,allcmsel,,lower_plateamap,60,178,383,382,181amesh,58amesh,239
allswpcsys,-1
!cm,upper_plate,area
cmsel,,upper_plate!lsla
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LANG, 322, 453,90, ,LANG, 322, 440,90, ,LANG, 322, 427,90, ,LANG, 319, 401,90, ,LANG, 319, 396,90, ,
lesize,37 ,,,2
lesize,45 ,,,2lesize,322,,,2lesize,617,,,2lesize,965,,,2lesize,981,,,2lesize,985,,,2lesize,987,,,2
lesize,500,,,1lesize,959,,,1lesize,983,,,1lesize,989,,,1
lesize,319,,,8lesize,321,,,8
lesize,36 ,,,5lesize,320,,,5
AMAP,117,217,8,14,219AMAP,116,218,30,8,217AMAP,123,4,217,219,31AMAP,125,17,218,217,4
asel,u,,,116asel,u,,,117asel,u,,,123asel,u,,,125amesh,all
!* left supportcmsel,,left_support
LANG, 255, 332,90, ,LANG, 991, 64,90, ,LANG, 285, 282,90, ,LANG, 285, 297,90, ,LANG, 285, 321,90, ,LANG, 265, 315,90, ,LANG, 265, 330,90, ,LANG, 284, 327,90, ,LANG, 1005, 299,90, ,LANG, 1007, 287,90, ,
lesize,255 ,,,2lesize,265 ,,,2lesize,284 ,,,2lesize,285 ,,,2lesize,991 ,,,2lesize,995 ,,,2lesize,1003,,,2lesize,1009,,,2
lesize,993 ,,,1lesize,999 ,,,1lesize,1001,,,1lesize,1005,,,1
lesize,42 ,,,4lesize,263,,,4
lesize,997 ,,,10lesize,1007,,,10
AMAP,103,184,190,192,186AMAP,102,185,191,190,184AMAP,12,190,3,9,192
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AMAP,7,191,11,3,190AMAP,130,215,184,186,223AMAP,129,216,185,184,215AMAP,131,225,224,187,188AMAP,132,225,188,189,226AMAP,133,225,188,184,215AMAP,92,233,234,225,35
AMAP,95,35,225,244,243AMAP,29,231,232,215,7AMAP,10,7,215,242,241
asel,u,,,103asel,u,,,102asel,u,,,12asel,u,,,7asel,u,,,130asel,u,,,129asel,u,,,131asel,u,,,132asel,u,,,133asel,u,,,92asel,u,,,95asel,u,,,29asel,u,,,10amesh,all
!* mid supportcmsel,,mid_support
LANG, 33, 351,90, ,LANG, 297, 358,90, ,LANG, 294, 379,90, ,LANG, 296, 359,90, ,LANG, 296, 352,90, ,
lesize,87 ,,,2lesize,1013,,,2lesize,1015,,,2lesize,1017,,,2
lesize,33 ,,,3lesize,294,,,3lesize,296,,,3
lesize,292 ,,,4lesize,1011,,,4
lesize,297 ,,,6
lesize,32 ,,,7
lesize,1019,,,10
lesize,295 ,,,17
!/eof
MSHKEY,0amesh,107,108AMESH,148
MSHKEY,1
AMAP,149,251,200,202,253AMAP,150,254,255,204,203AMAP,151,254,203,205,256AMAP,152,254,203,200,251AMAP,113,203,40,6,200AMAP,99,263,264,254,39AMAP,138,39,254,274,273AMAP,27,261,262,251,5AMAP,11,5,251,272,271
asel,u,,,107,108asel,u,,,148asel,u,,,149asel,u,,,150asel,u,,,151
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asel,u,,,152asel,u,,,113asel,u,,,99asel,u,,,138asel,u,,,27asel,u,,,11amesh,all
!**********
cmsel,,left_supportcmsel,a,mid_supportcmsel,a,right_support
asel,r,loc,z,31.0eslaemodif,all,real,5
cmsel,,left_supportcmsel,a,mid_supportcmsel,a,right_support
asel,r,loc,z,221eslaemodif,all,real,5
alls
!**************! end of modeling!**************
! coupling
/input,cp,inp
!**************! added mass for live load : 500 kg/m2! Area of rail top : 0.41826e6 mm2! Total mass = (500 kg/m2)(1e-6 m2/mm2)(0.41826e6 mm2) = 209.13 kg!**************wpcsys,-1
et,3,21KEYOPT,3,3,2
cmsel,,railasel,r,loc,z,0nsla,,1*get,m_n,NODE,0,COUNT
r,31,209.13/m_n
type,3 $real,31n_num=0*do,i,1,m_n n_num = NDNEXT(n_num) e,n_num*enddoalls
!**************! added mass : 108kg, 조사통!**************wpcsys,-1
et,4,21KEYOPT,4,3,2
r,32,108/7
type,4 $real,32e,1412e,1451e,1511
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e,1512e,1619e,1681e,1682
!**************
! added mass for water!**************
wpcsys,-1
et,5,21KEYOPT,5,3,0
cmsel,,railasel,r,loc,z,0nsla,,1cm,nset1,node*get,m1_n,NODE,0,COUNT
cmsel,,railasel,r,loc,z,-96nsla,,1cm,nset2,node
*get,m2_n,NODE,0,COUNT
csys,1cmsel,,railasel,r,loc,y,110,180asel,r,loc,z,-96+u,-unsla,,1cm,nset3,node*get,m3_n,NODE,0,COUNT
csys,1cmsel,,railasel,r,loc,y,56,110asel,r,loc,z,-96+u,-unsla,,1cm,nset4,node*get,m4_n,NODE,0,COUNT
csys,1cmsel,,railasel,r,loc,y,0,56asel,r,loc,z,-96+u,-unsla,,1cm,nset5,node*get,m5_n,NODE,0,COUNT
csys,0cmsel,,left_supportasel,r,loc,z,31nsla,,1cm,_nset6-1,nodecmsel,,left_supportasel,r,loc,z,221nsla,,1cm,_nset6-2,nodecmsel,s,_nset6-1 $cmsel,a,_nset6-2
cm,nset6,node*get,m6_n,NODE,0,COUNT
csys,0cmsel,,mid_supportasel,r,loc,z,31nsla,,1cm,_nset7-1,nodecmsel,,mid_supportasel,r,loc,z,221nsla,,1cm,_nset7-2,nodecmsel,s,_nset7-1 $cmsel,a,_nset7-2cm,nset7,node*get,m7_n,NODE,0,COUNT
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csys,0cmsel,,right_supportasel,r,loc,z,31nsla,,1cm,_nset8-1,nodecmsel,,right_supportasel,r,loc,z,221
nsla,,1cm,_nset8-2,nodecmsel,s,_nset8-1 $cmsel,a,_nset8-2cm,nset8,node*get,m8_n,NODE,0,COUNT
csys,0cmsel,,left_supportasel,r,real,,4nsla,,1cm,_nset9-1,nodecmsel,,left_supportasel,r,real,,4nsla,,1cm,_nset9-2,nodecmsel,s,_nset9-1 $cmsel,a,_nset9-2cm,nset9,node*get,m9_n,NODE,0,COUNT
csys,0cmsel,,mid_supportasel,r,real,,4nsla,,1cm,_nset10-1,nodecmsel,,mid_supportasel,r,real,,4nsla,,1cm,_nset10-2,nodecmsel,s,_nset10-1 $cmsel,a,_nset10-2cm,nset10,node*get,m10_n,NODE,0,COUNTcsys,0cmsel,,right_supportasel,r,real,,4nsla,,1cm,_nset11-1,nodecmsel,,right_supportasel,r,real,,4nsla,,1cm,_nset11-2,nodecmsel,s,_nset11-1 $cmsel,a,_nset11-2cm,nset11,node*get,m11_n,NODE,0,COUNT
!* total rail length: 647.2+1352.46+1156.55= 3156.21lrail=3156.21
m11_x=0 $m11_y=0 $m11_z=13.273e-3*lrailm12_x=0 $m12_y=0 $m12_z=6.082e-3*lrailm13_x=3.222e-3*647.2 $m13_y=8.395e-3*647.2 $m13_z=0m14_x=0 $m14_y=8.992e-3*1352.46 $m14_z=0m15_x=5.028e-3*1156.55 $m15_y=7.455e-3*1156.55 $m15_z=0
m16_x=0 $m16_y=0 $m16_z=17.671e-3*693*2m17_x=0 $m17_y=0 $m17_z=17.671e-3*693*2m18_x=0 $m18_y=0 $m18_z=17.671e-3*452*2
m19_x=24.226e-3*693 $m19_y=14.730e-3*693 $m19_z=0m20_x=27.255e-3*693 $m20_y=7.815e-3*693 $m20_z=0m21_x=12.753e-3*452 $m21_y=25.323e-3*452 $m21_z=0
r,11,m11_x/m1_n, m11_y/m1_n, m11_z/m1_nr,12,m12_x/m2_n, m12_y/m2_n, m12_z/m2_nr,13,m13_x/m3_n, m13_y/m3_n, m13_z/m3_nr,14,m14_x/m4_n, m14_y/m4_n, m14_z/m4_nr,15,m15_x/m5_n, m15_y/m5_n, m15_z/m5_nr,16,m16_x/m6_n, m16_y/m6_n, m16_z/m6_nr,17,m17_x/m7_n, m17_y/m7_n, m17_z/m7_nr,18,m18_x/m8_n, m18_y/m8_n, m18_z/m8_nr,19,m19_x/m9_n, m19_y/m9_n, m19_z/m9_nr,20,m20_x/m10_n, m20_y/m10_n, m20_z/m10_nr,21,m21_x/m11_n, m21_y/m11_n, m21_z/m11_n
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*create,massgen,mac!ARG1 : No. of node
n_num=0nmax = arg1
*do,i,1,nmax
n_num = NDNEXT(n_num)e,n_num*enddo
*end
TYPE,5*do,i,1,11
real,10+icmsel,,nset%i%massgen,m%i%_n
*enddo
alls
!**************! fixed!**************
lsel,s,,,120
lsel,a,,,126lsel,a,,,353lsel,a,,,361lsel,a,,,369lsel,a,,,374lsel,a,,,379lsel,a,,,382lsel,a,,,625lsel,a,,,700lsel,a,,,747lsel,a,,,749
lsel,a,,,112lsel,a,,,118lsel,a,,,122lsel,a,,,402lsel,a,,,410lsel,a,,,418lsel,a,,,423lsel,a,,,428lsel,a,,,431lsel,a,,,620lsel,a,,,784lsel,a,,,788
lsel,a,,,114lsel,a,,,115lsel,a,,,125lsel,a,,,127lsel,a,,,137lsel,a,,,140lsel,a,,,142lsel,a,,,143lsel,a,,,155lsel,a,,,158lsel,a,,,160lsel,a,,,161
lsel,a,,,385lsel,a,,,704lsel,a,,,783lsel,a,,,818lsel,a,,,820lsel,a,,,822lsel,a,,,833lsel,a,,,837lsel,a,,,848lsel,a,,,851nsll,,1
d,all,allalls
eplot
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d,5622,alld,5766,alld,5954,alld,6595,all
eplot
!**************! Bolt modeling!**************
et,6,beam4r,25,283.5287,6397.117,6397.117,9.5,9.5 ! M19r,26,201.0619,3216.991,3216.991,8,8 ! M16r,27,78.53982,490.8739,490.8739,5,5 ! M10
TYPE,6 $ REAL,25 $ MAT,3 $ E,7659,7110,TYPE,6 $ REAL,25 $ MAT,3 $ E,7997,7185,TYPE,6 $ REAL,25 $ MAT,3 $ E,7053,8037,TYPE,6 $ REAL,25 $ MAT,3 $ E,6969,8077,TYPE,6 $ REAL,25 $ MAT,3 $ E,8206,8267,TYPE,6 $ REAL,25 $ MAT,3 $ E,8267,7643,TYPE,6 $ REAL,25 $ MAT,3 $ E,8246,8171,TYPE,6 $ REAL,25 $ MAT,3 $ E,8171,8225,esel,s,type,,6
cm,lbolt,elem
TYPE,6 $ REAL,25 $ MAT,3 $ E,9507,8703,TYPE,6 $ REAL,25 $ MAT,3 $ E,9643,8823,TYPE,6 $ REAL,25 $ MAT,3 $ E,8510,9679,TYPE,6 $ REAL,25 $ MAT,3 $ E,8607,9715,TYPE,6 $ REAL,25 $ MAT,3 $ E,9829,9893,TYPE,6 $ REAL,25 $ MAT,3 $ E,9893,9382,TYPE,6 $ REAL,25 $ MAT,3 $ E,9873,9364,TYPE,6 $ REAL,25 $ MAT,3 $ E,9364,9852,esel,s,type,,6 $ cmsel,u,lboltcm,mbolt,elem
TYPE,6 $ REAL,26 $ MAT,3 $ E,4596,3683,TYPE,6 $ REAL,26 $ MAT,3 $ E,4606,3725,TYPE,6 $ REAL,26 $ MAT,3 $ E,4407,3768,TYPE,6 $ REAL,27 $ MAT,3 $ E,4576,3830,TYPE,6 $ REAL,27 $ MAT,3 $ E,4402,3849,cmsel,u,mboltcm,mlbolt,elem
TYPE,6 $ REAL,26 $ MAT,3 $ E,4439,3792,TYPE,6 $ REAL,26 $ MAT,3 $ E,4522,3924,TYPE,6 $ REAL,26 $ MAT,3 $ E,4420,4040,TYPE,6 $ REAL,26 $ MAT,3 $ E,4690,3941,cmsel,u,mlboltcm,mmbolt,elem
TYPE,6 $ REAL,26 $ MAT,3 $ E,4875,3631,TYPE,6 $ REAL,26 $ MAT,3 $ E,4169,4491,TYPE,6 $ REAL,26 $ MAT,3 $ E,4413,4182,TYPE,6 $ REAL,27 $ MAT,3 $ E,5028,4173,TYPE,6 $ REAL,27 $ MAT,3 $ E,5109,4174,cmsel,u,mmboltcm,mrbolt,elem
alls
finish
/soluantype,modal
modopt,lanb,100mxpand,100,,,1/out,mode_result,outsolv/out
finish
save,NTD1_Rail_MODAL,DB
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2) 정적해석 및 후처리 입력자료
2-1. NTD1 회전팔 모델
!--------------------------------------------------------------------! SOLUTION PROCESS!--------------------------------------------------------------------!! STATIC SOLUTION: DEAD + LIVE LOAD ONLY!/FILNAM,%DBNAME%%V1%SAVE/SOLUANTYPE,STATIC!ACEL,,,9800SOLVESAVEFINI!/POST1!PLDISP,2!
! FORCE PLOT IN ELEMENT COORDINATE SYSTEM!ETAB,FXI,SMISC,1 $ ETAB,FXJ,SMISC,7 $ PLLS,FXI,FXJ ! FORCE IN ELEMENT X-COORDETAB,FYI,SMISC,2 $ ETAB,FYJ,SMISC,8 $ PLLS,FYI,FYJ ! FORCE IN ELEMENT Y-COORDETAB,FZI,SMISC,3 $ ETAB,FZJ,SMISC,9 $ PLLS,FZI,FZJ ! FORCE IN ELEMENT Z-COORD!! MOMENT PLOT IN ELEMENT COORDINATE SYSTEM!ETAB,MXI,SMISC,4 $ ETAB,MXJ,SMISC,10 $ PLLS,MXI,MXJ ! MOMENT IN ELEMENT X-COORDETAB,MYI,SMISC,5 $ ETAB,MYJ,SMISC,11 $ PLLS,MYI,MYJ ! MOMENT IN ELEMENT Y-COORDETAB,MZI,SMISC,6 $ ETAB,MZJ,SMISC,12 $ PLLS,MZI,MZJ ! MOMENT IN ELEMENT Z-COORD!! AXIAL DIRECT STRESSETAB,SDIRI,LS,1 $ ETAB,SDIRJ,LS,6 $ PLLS,SDIRI,SDIRJ!! IF YOU WANT TO GET A NODAL STRESS OF AN ELEMENT N, THEN! *GET,STRESS,ELEM,N,ETAB,SDIRI! IF YOU WANT TO GET A DISPLACEMENT IN X-DIR OF A NODE N! *GET,DEF_X,NODE,N,U,X
!! BENDING STRESS ON THE ELEMENT +Y SIDE OF THE BEAMETAB,SBYTI,LS,2 $ ETAB,SBYTJ,LS,7 $ PLLS,SBYTI,SBYTJ!! BENDING STRESS ON THE ELEMENT -Y SIDE OF THE BEAMETAB,SBYBI,LS,3 $ ETAB,SBYBJ,LS,8 $ PLLS,SBYBI,SBYBJ!! BENDING STRESS ON THE ELEMENT +Z SIDE OF THE BEAMETAB,SBZTI,LS,4 $ ETAB,SBZTJ,LS,9 $ PLLS,SBZTI,SBZTJ!! BENDING STRESS ON THE ELEMENT -Z SIDE OF THE BEAMETAB,SBZBI,LS,5 $ ETAB,SBZBJ,LS,10 $ PLLS,SBZBI,SBZBJ!! MAXIMUM STRESS (DIRECT STRESS + BENDING STRESS)ETAB,SMAXI,NMISC,1 $ ETAB,SMAXJ,NMISC,3PLLS,SMAXI,SMAXJESORT,SMAXI ! SORT ELEMENTS BASED ON SMAX (MAXIMUM STRESS)*GET,STR_MAX,SORT,,MAX ! GET MAXIMUM STRESS AS SMAX
!PRNSOL,DOF ! PRINT NODAL DISPLACEMENT!! MINIMUM STRESS (DIRECT STRESS - BENDING STRESS)ETAB,SMINI,NMISC,2 $ ETAB,SMINJ,NMISC,4 $ PLLS,SMINI,SMINJ!! DIFFERENCE BETWEEN MAX AND MIN STRESSSADD,STR_INT,SMAXI,SMINI,1,-1ESORT,STR_INT!! AVERAGE SHEAR IN ELEMENT Y-DIRECTIONETAB,SXYI,SMISC,15 $ ETAB,SXYJ,SMISC,18 $ PLLS,SXYI,SXYJ!!NFORCE ! SUMMED NODAL FORCES!PRESOL,ELEM!PRRSOL ! REACTION FORCE PRINT OUT!PRNLD
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SAVE!!/INPUT,TERM!! PRINT RESULTS TO EXTERNAL FILES!ALLCOMP,0
ALLCOMP,1ALLCOMP,2ALLCOMP,3FPRINT,'ALINE',4!FINI!V0 = '_MOD_'!!/FILNAM,%DBNAME%%V0%%V1%SAVE
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2-2. 레일이송장치 모델
/SOLUANTYPE,STATICACEL,,,9800SOLVFINISH
SAVE
/POST1!! PRINT RESULTS TO EXTERNAL FILES!! FORCE PLOT IN ELEMENT COORDINATE SYSTEM!ETAB,FXI,SMISC,1 $ ETAB,FXJ,SMISC,7 $ PLLS,FXI,FXJ ! FORCE IN ELEMENT X-COORDETAB,FYI,SMISC,2 $ ETAB,FYJ,SMISC,8 $ PLLS,FYI,FYJ ! FORCE IN ELEMENT Y-COORDETAB,FZI,SMISC,3 $ ETAB,FZJ,SMISC,9 $ PLLS,FZI,FZJ ! FORCE IN ELEMENT Z-COORD!! MOMENT PLOT IN ELEMENT COORDINATE SYSTEM!ETAB,MXI,SMISC,4 $ ETAB,MXJ,SMISC,10 $ PLLS,MXI,MXJ ! MOMENT IN ELEMENT X-COORDETAB,MYI,SMISC,5 $ ETAB,MYJ,SMISC,11 $ PLLS,MYI,MYJ ! MOMENT IN ELEMENT Y-COORDETAB,MZI,SMISC,6 $ ETAB,MZJ,SMISC,12 $ PLLS,MZI,MZJ ! MOMENT IN ELEMENT Z-COORD!! AXIAL DIRECT STRESSETAB,SDIRI,LS,1 $ ETAB,SDIRJ,LS,6! MAXIMUM STRESSETAB,SMAXI,NMISC,1 $ ETAB,SMAXJ,NMISC,3!CMSEL,S,lbolt $ NSLE/OUTPUT,NTD1_DWT_LBOLT,EFRPRETAB,FXI,FXJ,FYI,FYJ,FZI,FZJPRETAB,MXI,MXJ,MYI,MYJ,MZI,MZJ/OUTPUT/OUTPUT,NTD1_DWT_LBOLT,STRPRETAB,SDIRI,SDIRJ,SMAXI,SMAXJ/OUTPUT!CMSEL,S,mbolt $ NSLE/OUTPUT,NTD1_DWT_MBOLT,EFRPRETAB,FXI,FXJ,FYI,FYJ,FZI,FZJPRETAB,MXI,MXJ,MYI,MYJ,MZI,MZJ/OUTPUT
/OUTPUT,NTD1_DWT_MBOLT,STRPRETAB,SDIRI,SDIRJ,SMAXI,SMAXJ/OUTPUT!CMSEL,S,mlbolt $ NSLE/OUTPUT,NTD1_DWT_MLBOLT,EFRPRETAB,FXI,FXJ,FYI,FYJ,FZI,FZJPRETAB,MXI,MXJ,MYI,MYJ,MZI,MZJ/OUTPUT/OUTPUT,NTD1_DWT_MLBOLT,STRPRETAB,SDIRI,SDIRJ,SMAXI,SMAXJ/OUTPUT!CMSEL,S,mmbolt $ NSLE/OUTPUT,NTD1_DWT_MMBOLT,EFRPRETAB,FXI,FXJ,FYI,FYJ,FZI,FZJPRETAB,MXI,MXJ,MYI,MYJ,MZI,MZJ/OUTPUT/OUTPUT,NTD1_DWT_MMBOLT,STRPRETAB,SDIRI,SDIRJ,SMAXI,SMAXJ/OUTPUT!CMSEL,S,mrbolt $ NSLE/OUTPUT,NTD1_DWT_MRBOLT,EFRPRETAB,FXI,FXJ,FYI,FYJ,FZI,FZJPRETAB,MXI,MXJ,MYI,MYJ,MZI,MZJ/OUTPUT/OUTPUT,NTD1_DWT_MRBOLT,STRPRETAB,SDIRI,SDIRJ,SMAXI,SMAXJ/OUTPUTFINISH
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!/POST1! PRINT THE SOLUTION PHASE!*GET,JNAME1,ACTIVE,,JOBNAME,,START,1*GET,JNAME2,ACTIVE,,JOBNAME,,START,9*GET,JNAME3,ACTIVE,,JOBNAME,,START,17
V3= '_'!/STITLE,1,'***************** HANARO POOL ANALYSIS *****************'/FORMAT,7,E,18,8,1000,1000/HEADER,ON,ON,OFF,ON,ON,ON/PAGE,1000,1000,1000,1000/OUTPUT,%JNAME1%%JNAME2%%JNAME3%%V1%%V3%%ARG1%,FRQSET,LIST/OUTPUT!SET,1,1PLDISP,2FINISAVE
3-2. 레일이송장치 모델
!!--------------------------------------------------------! MODAL ANALYSIS ONLY!--------------------------------------------------------!/SOLUANTYPE,MODALMODOPT,LANB,100MXPAND,100SOLVFINISHSAVE
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4-2. 레일이송장치 모델
/COM,----------------------------------------------------------------------/COM, SEISMIC ANALYSIS/COM, Seismic level (85.55m)/COM, Response spectrum data 7% damping (SSE)
/COM,----------------------------------------------------------------------
/SOLUANTYPE,SPECTRSPOPT,SPRS,,YES ! SINGLE POINT EXCITATION RESPONSE SPECTRUM!! X-DIRECTION!c*** seismic x-directionc*** response spectrum data 7% damping (SSE)
SVTYP, 2, 9800 ! ACCELERATION CURVE 9800=SCALE FACTORSED,1,0,0FREQFREQ, 0.3, 0.8, 1.2, 1.4, 1.8, 3.6, 4.0, 5.0, 7.8FREQ, 8, 9, 11, 16, 17, 18, 20, 30, 50SV,0.07,0.15, 0.32, 0.4, 0.5, 0.6, 0.8, 0.9, 1.0, 1.23SV,0.07,1.2, 0.96, 1.17, 1.17, 1.0, 0.8, 0.6, 0.4, 0.38SRSS,0,disp
SOLVE!! Y-DIRECTION!c*** seismic y-directionc*** response spectrum data 7% damping (SSE)SVTYP, 2, 9800SED,0,1,0FREQSVFREQ, 0.3, 0.8, 1.2, 1.4, 1.8, 3.6, 4.0, 5.0, 7.8FREQ, 8, 9, 11, 16, 17, 18, 20, 30, 50SV,0.07,0.15, 0.32, 0.4, 0.5, 0.6, 0.8, 0.9, 1.0, 1.23SV,0.07,1.2, 0.96, 1.17, 1.17, 1.0, 0.8, 0.6, 0.4, 0.38SRSS,0,dispSOLVE!! Z-DIRECTION
!c*** seismic z-directionc*** response spectrum data 7% damping (SSE)SVTYP, 2, 9800SED,0,0,1FREQSVFREQ, 0.3, 0.5, 0.8, 1.0, 1.3, 1.5, 1.8, 1.9, 2.5FREQ, 2.8, 5.2, 5.6, 6.5, 9.0, 10, 19, 30,40SV,0.07, 0.05, 0.1, 0.15, 0.18, 0.18, 0.26, 0.28, 0.38, 0.38SV,0.07, 0.44, 0.44, 0.4, 0.4, 0.44, 0.41, 0.3, 0.21,0.2SRSS,0,dispSOLVEFINI!!--------------------------------------------------------------------! MODE COMBINATION!--------------------------------------------------------------------!
/POST1SUMTYP,COMP/INPUT,,MCOMPLNS,S,INT!! PRINT RESULTS TO EXTERNAL FILES!! FORCE PLOT IN ELEMENT COORDINATE SYSTEM!ETAB,FXI,SMISC,1 $ ETAB,FXJ,SMISC,7 $ PLLS,FXI,FXJ ! FORCE IN ELEMENT X-COORDETAB,FYI,SMISC,2 $ ETAB,FYJ,SMISC,8 $ PLLS,FYI,FYJ ! FORCE IN ELEMENT Y-COORDETAB,FZI,SMISC,3 $ ETAB,FZJ,SMISC,9 $ PLLS,FZI,FZJ ! FORCE IN ELEMENT Z-COORD!! MOMENT PLOT IN ELEMENT COORDINATE SYSTEM!ETAB,MXI,SMISC,4 $ ETAB,MXJ,SMISC,10 $ PLLS,MXI,MXJ ! MOMENT IN ELEMENT X-COORD
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ETAB,MYI,SMISC,5 $ ETAB,MYJ,SMISC,11 $ PLLS,MYI,MYJ ! MOMENT IN ELEMENT Y-COORDETAB,MZI,SMISC,6 $ ETAB,MZJ,SMISC,12 $ PLLS,MZI,MZJ ! MOMENT IN ELEMENT Z-COORD!! AXIAL DIRECT STRESSETAB,SDIRI,LS,1 $ ETAB,SDIRJ,LS,6! MAXIMUM STRESSETAB,SMAXI,NMISC,1 $ ETAB,SMAXJ,NMISC,3
!CMSEL,S,lbolt $ NSLE/OUTPUT,NTD1_DWT_LBOLT,EFRPRETAB,FXI,FXJ,FYI,FYJ,FZI,FZJPRETAB,MXI,MXJ,MYI,MYJ,MZI,MZJ/OUTPUT/OUTPUT,NTD1_DWT_LBOLT,STRPRETAB,SDIRI,SDIRJ,SMAXI,SMAXJ/OUTPUT!CMSEL,S,mbolt $ NSLE/OUTPUT,NTD1_DWT_MBOLT,EFRPRETAB,FXI,FXJ,FYI,FYJ,FZI,FZJPRETAB,MXI,MXJ,MYI,MYJ,MZI,MZJ/OUTPUT/OUTPUT,NTD1_DWT_MBOLT,STRPRETAB,SDIRI,SDIRJ,SMAXI,SMAXJ/OUTPUT!
CMSEL,S,mlbolt $ NSLE/OUTPUT,NTD1_DWT_MLBOLT,EFRPRETAB,FXI,FXJ,FYI,FYJ,FZI,FZJPRETAB,MXI,MXJ,MYI,MYJ,MZI,MZJ/OUTPUT/OUTPUT,NTD1_DWT_MLBOLT,STRPRETAB,SDIRI,SDIRJ,SMAXI,SMAXJ/OUTPUT!CMSEL,S,mmbolt $ NSLE/OUTPUT,NTD1_DWT_MMBOLT,EFRPRETAB,FXI,FXJ,FYI,FYJ,FZI,FZJPRETAB,MXI,MXJ,MYI,MYJ,MZI,MZJ/OUTPUT/OUTPUT,NTD1_DWT_MMBOLT,STRPRETAB,SDIRI,SDIRJ,SMAXI,SMAXJ/OUTPUT!CMSEL,S,mrbolt $ NSLE/OUTPUT,NTD1_DWT_MRBOLT,EFRPRETAB,FXI,FXJ,FYI,FYJ,FZI,FZJPRETAB,MXI,MXJ,MYI,MYJ,MZI,MZJ/OUTPUT/OUTPUT,NTD1_DWT_MRBOLT,STRPRETAB,SDIRI,SDIRJ,SMAXI,SMAXJ/OUTPUT!FINI!SAVE,NTD1_Rail_SSE,DB
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서 지 정 보 양 식
수행기관보고서 번호 위탁기관보고서 번호 표준보고서 번호 INIS 주제코드
KAERI/TR-3610/2008
제목/부제 하나로
NTD1회전팔 및 레일이송장치에 대한 구조건전성
평
연구책임자 및 부서명 류정수(연구로공학부)
연구자 및 부서명 서춘교(연구로공학부), 박상준(하나로운영부),
신진원(연구로공학부)
출판지 대전 발행기관 한국원자력연구원 발행 연도 2008. 11.
페이지 221 page 도표 있음( O ), 없음( ) 크기 29.7× 21.0 (cm)
참고사항 비밀여부 공개( O ), 대외비( ), __ 급비밀 보고서 종류 기술보고서
연구위탁기관 계약 번호
초록 (15-20줄 내외)
본 보고서의 목적은 하나로 원자로 수조덮개의 내진해석 기술시방서 요건에 따라
수조덮개에 신규 설치된 NTD1 회전팔과 수조내부에 설치된 NTD1 레일 이송장치의
내진해석과 구조적 건전성을 평가하는 것이다. 이를 위하여 수조덮개와 회전팔 및 수
조내부의 레일 이송장치에 대한 구조해석 모델을 작성하고,
주어진 하중조건에 따라
정적 해석 그리고 동적 특성을 고려한 지진응답해석을 수행하였다.
하중 조건은 구조물의 자하중과 회전팔의 운전중 하중, 활하중, 동적 유체질량 등을
고려하였으며, 지진하중은 하나로 수조덮개의 SSE 설계 층응답 가속도스펙트럼을 사용
하였다. 본 해석을 위해 구조해석 상용 프로그램인 ANSYS 11.0을 사용하였고 대상 구
조물의 유한요소 모형화 작성 및 구조해석을 수행하였다.
해석결과로부터 NTD1 회전팔과 레일 이송장치의 주요 부재, 앵커볼트, 용접부 등
각 하중조건에 따른 응력강도를 구하고, ASME 코드의 허용응력을 적용하여 구조건전
성 평가를 수행하였다. 평가 결과, 대상 구조물의 최대 응력은 모두 허용응력 이내에
있었고, 피로에 대한 구조적 건전성 평가도 만족하였다. 결론적으로 신규 설치된
NTD1 회전팔과 수조내부의 레일 이송장치의 구조적 건전성은 안전하다고 판단되었다.
주제명키워드
(10단어내외)하나로, 수조덮개, NTD1 회전팔, 레일이송장치, 지진응답해석, 구조건전성
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