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(1)

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(2)

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1a 1b

ts

1 Ry

STM A572

ASTM ACNS SN49

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in

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Lr

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2

y

f sf

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y

f sf

Ft

2

,

y gF

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e

ises Yield C

wsf,eff = tsf

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(c

1.

2.

(b)

Gusset Str(DCR-7-2

6

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cH

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=

c) Gusset Str(DCR-7-3

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=

Tsai KC, W

rength at the / DCR-7-5)

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Connection t

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, d

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Wei CY, Lin

14

to Beam or C

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F

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F

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to Beam or C

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n PC, Chu

Column Ten

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2012

uang MC a

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hear Rupture

29nd Yu YJ,

e

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9-59 2014, W

(45)

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10.

11.

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13.

14.

end-slot cEarthquakeLin PC, Tsgusset coEngineerinAmerican Structural SAmerican Structural S

Yu YJ, Tsaanalyses odampers,E1301-1320Watanabe Abraces enca9th World Tokyo-KyoMuir S, 2EngineerinLee CH, 20on equivale1121-1129Kaneko K,beam-columconferenceWhitmore Tennessee Tsai KC, HLin SL, 2Specimen Structural DTsai KC aframePartEarthquake

connection e Engineerinsai KC, Wuonnections ng and Struc

Institute oSteel BuildiInstitute ofSteel Buildi20 85-1ai KC, Li of a full-scEarthquake . A, Hitomi ased in buck

Conferencoto, Japan. 2008, Des

ng Journal, 1002, Seisment strut mo. , Kasai K, Mmn-gusset c

e on EarthquRE. ExperiEngineering

Hsiao PC, W008, Pseudesign, e

Dynamics, Vand Hsiao Pt II: Seismice Engineerin

and debong and Struu AC and C

for buckctural Dynamof Steel Cings, Chicaf Steel Conings, Chica008100 CH, Weng cale five-stEngineerin

Y, Saeki Ekling-restrace on Ear

sign comp1st quarter, pmic design oodel. Journ

Motoyui S, componentsuake Enginemental inveg Experime

Wang KJ, Wudo-dynamiexperiment Vol. 37, NoPC, 2008, c performanng and Stru

15

onding layeuctural DynaChuang MCkling-restramics, Vol. 4Constructionago, Illinois

nstruction (Aago, Illinois

YT and Ttory steel

ng and Struc

E, Wada A aaining concrrthquake E

act gussetspp. 13-19.of rib-reinfo

nal of Struct

Sueoka T, s in 5-storyeering. estigation oent Station B

Weng YT, Lic tests of

and analo. 7, pp. 108Pseudo-dynce of buckluctural Dyna

ers for buamics, DOIC, 2013, ined brac

43, Issue 4, pn (AISC), s. AISC), 201s.

Tsai CY, 20frame equctural Dyna

and Fujimorete and steEngineering

s with the

forced steel tural Engine

Azuma Y, y value-add

f stresses inBulletin Noin ML, Lin a full-scaleysis, Eart

81-1098. ynamic testsling-restrainamics, Vol.

uckling-rest: 10.1002/eq

Seismic dee frames,pp. 565-587

2010, S

0, Seismic

013, Earthquipped withamics, Vol.

oto M, 1988el tube, Pr

g, Vol. IV

e uniform

moment coeering, Sept

Ooki Y, 200ded frame.

n gusset pla. 16, May 1KC, Chen

e CFT/BRBthquake E

s of a full-ned braces a37, No. 7, p

trained braqe.2423. esign and te Earthq7.

Specification

c Provision

quake resph two type42, Issue 8

8, Propertiroceedings o

V, pp. 719

force met

onnections btember 2002

08, Analy the 14th w

ate. Univers952. CH, Lai JWB frameP

Engineering

-scale CFT/and connecpp. 1099-11

aces,

est of quake

n for

ns for

onses es of 8, pp.

ies of of the

9-724,

hod.

based 2, pp.

sis of world

ity of

W and art I:

and

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DCR-7

DCR-7

DCR

DCRs

1

2

3

4

5

6

7-1

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7-2

7-3

7-4

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7-5

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7-6

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ses

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Dl

DCR-6 upper

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DCR-7-1upper

DCl

DCR-7-2upper

DCl

DCR-7-3upper

DCl

DCR-7-4upper

DCl

DCR-7-5upper

DCl

DCR-7-6upper

DCl

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DCR-5 lower

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DCR-6 lower

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CR-7-2lower

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lower

DCR-7-1 left

DCR-7-2 left

DCR-7-3 left

DCR-7-4 left

DCR-7-5 left

DCR-7-6 left

-

-

-

-

-

-

DCR-7-1 mid

DCR-7-2 mid

DCR-7-3 mid

-

-

-

DCR-1 right

DCR-2 right

DCR-3 right upper

DCriglow

DCR-4 right

DCR-5 right upper

DCriglow

DCR-6 right upper

DCriglow

DCR-7-1 right

DCR-7-2 right

DCR-7-3 right

DCR-7-4 right

DCR-7-5 right

DCR-7-6 right

CR-3ght wer

CR-5ght wer

CR-6ght wer

D

Gusset to cDCGuss

GussDC

DC

DCR-3 lJoint regi

Gusset to column, von

DCR-7-Gusset to column

Gusset to columnDCR-7-

DCR-7-

DCR-3 loweJoint region buckling

Gusset plate yieldiDCR-5 low

G

column, von Mises yieldCR-7-5 low

et to column, tensile ru

set to column, shear rupCR-7-6 low

CR-7-4 low

D

eft lowerion buckling

Mises yield criterion

-5 leftn, tensile rupture

n, shear rupture-6 left

-4 left

er

ingwer

Gusset to beam, von MiDCR-7-1 DCR-7-2 Gusset to beam, ten

Gusset to beam, shDCR-7-3

d criterionwer

upture

pturewer

wer

DC

DCR-2Joint region y

DCR-3 left uJoint region buckl

DCR-4 leGusset plate block sh

DCR-5 leftGusset plate y

Gusset to beam, von MiDCR-7-1

DCR-7-2Gusset to beam, ten

Gusset to beam, shDCR-7-3

DJoint

D

D

ses yield criterionlowerlowernsile rupture

hear rupturelower

/

DCR-

1 lef

t

Steel c

asing

buck

ling

leftyielding

pperling

efthear failure

Gusset plate yieldingDCR-5 left l

t upperyielding

DCR-6 left Gusset plate buc

DCGu

ises yield criterion1 left

2 leftnsile rupture

hear rupture3 left

GussetD

DGu

GD

/

17

DCR-1

DCR-2

Steel c

asing bu

ckling

region yielding

DCGusset plate

DCR-6 loweGusset plate buckling

DCR-6 uppGusset plate buckling

/ Diagona

gower DCR- lowerckling

DCR-G

R-6 left uppsset plate buckling

DCR-6 righGusset plate

t to beam, von Mises yield DCR-7-1 mid

DCR-7-2 midusset to beam, tensile rupt

usset to beam, shear ruptDCR-7-3 mid

/ Diagona

ng

CR-4 block shear failure

erg

er

Gusset to beDCRDCRGusset t

Gusset DCR

al Configu

Steel casing buc

DCR-1

JointDC

DC

DCGusset

DC

-5 right loweGusset plate yielding

-6 right lowGusset plate buckling

per

ht uppere buckling

Gu

criteriond

dture

ured

al Configu

DCG

eam, von Mises yield criR-7-1 upperR-7-2 upper

to beam, tensile ruptur

to beam, shear ruptureR-7-3 upper

GusDDG

GD

uration

uckling

1 right

t region yieldingCR-2 right

CR-3 right upJoint region buckling

CR-4 rightt plate block shear failure

CR-5 right upGusset plate yielding

erer

usset to beam, von Mises yDCR-7-1 rig

DCR-7-2 rigGusset to beam, tensile

Gusset to beam, shear rDCR-7-3 rig

uration

DCR-3 uppJoint region buckling

CR-5 upperGusset plate yielding

iterionrre

er

sset to column, von MisDCR-7-4 upDCR-7-5 upGusset to column, tensil

Gusset to column, shearDCR-7-6 up

pperg

DCR-Jo

pperg

yield criterionght

ght rupture

ruptureght

Gusset to colDC

Gusset t

Gusset tDC

DC

perg

ses yield criterionpperpperle rupture

r rupturepper

3 right loweint region buckling

umn, von Mises yield criteR-7-5 rightto column, tensile rupture

to column, shear ruptureR-7-6 right

R-7-4 right

er

erion

db dc eb ec Hcol Lbeam ts wb wc BRB

Bc Bj Dc Dj Lb LBRB Le Lj,e Lj,wp Ln Ls Lsc Lw Lwp tc tj Tw

Lh Lsf,mid Lsf,h Lsf,v Lv Tb Tc tg tsf wsf,eff wsf,h wsf,mid wsf,v

BRB BRB

db,

eb,

wb,

Lb,

Le,

Lh, Lsf,h Lsf,v

Lv,Tb,Tc,

wsf,h

wsf,

18

,upper -

,upper -

b,upper

-

Bj

Dj ,upper Lb,lowe

LBRB ,upper Le,lowe

Lj,e Lj,wp Ln Ls Isc Lw

Tw

,upper Lh,-

h,upper Lsf,hv,upper Lsf,v,upper Lv,,upper Tb,,upper Tc,

tsf t

h,upper wsf,h-

f v,upper wsf,v

db,lower

- eb,lower

-

L

wb,lower -

Bj

Djer Lb,leftupper

LBRer Le,leftupper

Lj,eLj,wLnLsIscLw

Tw,

lower -

h,lower Lv,lower lower lower lower

tsf

h,lower w- v,lower

d

eHcol Lbeam

ts

w

Bc ,left Dc

j,left Lb,leftlower L

RB,left Le,leftlower L

e,left wp,left

,left ,left

c,left w,left

Lwp tc tj

w,left left

Lh,left

- Lsf,h,left Lsf,v,left Lv,left Tb,left Tc,left tg tsf

wsf,eff wsf,h,left

- wsf,v,left

-

dc,left -

ec,left

- wc,left

Bj,right

Dj,rigthLb,rightpper Lb

LBRB,righLe,rightupper L

Lj,e,rightLj,wp,rigtLn,rightLs,right Isc,rigth Lw,right

Tw,right,right

Lh,mid Lsf,mid

- L- L

Lv,mid Tb,mid

-

tsf,mid

- wwsf,mid

- w

-

dc,right -

ec,right

- wc,right

b,rightlower

ht e,rightlower

t th

t

t

Lh,right

- Lsf,h,right Lsf,v,right Lv,right Tb,right Tc,right

tsf

wsf,h,right-

wsf,v,right