多高层建筑钢筋混凝土结构抗震设计
description
Transcript of 多高层建筑钢筋混凝土结构抗震设计
-
5.1 5.2 5.3 5.4 5.5 5.6
-
5.1
5.1.11.2.3.4.
-
5-1 L L(5-1)
-
5-2 (5-2)(5-2)
-
2.5-3
-
5-4 5
-
5-5 5-6
-
5-7 3.
-
5-8 4.
-
.
5.1.2
-
2..
(1) (2) (3) (4) (5) 67
-
5-10 5-11 (1)
-
(2) 5-12
-
(3) 5-13
-
(4) 5-14
-
(5)
-
5.1.3
5-15 5-16 5-17 15-1525-1635-17
-
5.2
3
4
5
1 2
-
---5.2.1
-
5-1 5-1 (m)
-
5.2 5.2
-
5.2.2
5-3 Ll
-
88L5-18l5-18Lll5-35-18
-
2.
HB5-4 5-4
-
3.
115m70mm15m67895m4m3m2m20mm2---70%50%70mm3489
-
5.2.3
1C30C209C608C70 2 HRB335HRB400HPB235HRB335HRB4001.251.3 3
-
5.2.4
6789(m)30>3030>3030>3025--(m)60>6060>6060>6050(m)80>8080>8080>8060----
-
5.2.5
12.52V 0.20 fcbh0 (5-1) 22.52 V 0.15 fcbh0 (5-2)
-
5.3
300mm ,(4) 1IV23455.3.1
-
5.3.2
Dijij iQiQijQij
-
2.
D
-
1
5-19 (1)(2) 2/3 5-19
-
nmjVjjVj1, Vj2, ..., VjmVj = Vjk j(5-5)(5-6)ijkjkhjj
-
k=1, , m 5-65-5jj5-6j(5-7)
-
MbMb
-
2D
D D(5-8)
-
,1ABhjicj2ABEBBFGAAHi1i2i3i4 5-9 i = i1 + i2 + i3 + i4 5-105-20 D
-
5-205-21 5-21 D5-21aK=(i1+i2)/ic=(0.5+K)/(2+K)5-21bK=(i1+i2)/ic=0.5K/(1+2K)5-21cK=(i1+i2+ip1+ip2)/(2ic)=K/(2+K) 5-205-21
-
Djk5-11
-
5-225-22 123
-
yh
yh = (y0 + y1 + y2 + y3)h
5-12
-
5.3.3
5.3.4
-
1
0.155-1395-14Mc Mb Mbua c14121l
-
(2)
1 2.5VvbMbl Mbr/ln VGb 9V 1lMbual Mbuar)/lnVGb (5-15)(5-16)
-
V ln VGb9 MblMbr MbualMbuar vb131211
-
2Vvc( MctMcbHn 9Vl2McuatMcuabHn (5-17)(5-18)V vc14121l MctMcb Mcuat Mcuab Hn
-
2.
(1)
xx 0.25h0 x 0.35h0 5-19 5-20 h0
-
12.52V22.525-215-225-23
-
(2)
VcVs0.65-24
-
5-24VbVc 5-25 1=13=3NN0.3fcAN=0.3fcA5-26 0.36ftbh0N
-
(3)
200mm44 bb 2bc5-27 bb bc + hb5-28 hb 16d 5-29
-
10.50.3 22141/4212 31/201/20
-
15-62%2mm 2200mm20250mm20300mm5-6
-
1300mm350mm 22 33 n5-30 n n
-
5-7 1.05IV5-7
-
1 2400mm200mm 35-80.2%IV0.1 45% 521.2% 630%5-8 %
-
5-9 5-9 5-910150mm400mm628
-
200mm250mm20300mm 5-31 v5-10 0.8%0.6%0.4%0.4%5-31C35C35fyv360N/mm2360N/mm2 5-100.021.5%21.2%91.5%
-
5-10 v
-
5-100.021.5%21.2%91.5%
10d15dd3%
-
5.3.4
5-23 5-23
-
2.
(1)(2)(3)(4)
-
3.
1 2970
-
4.
(1)
fyk 5-24
-
Mcb = McuMct = Mcl Mcl + Mcu = Mbl + Mbr
-
19 5-38Vj5-37 5-38 5-40Vj
-
25-39b1.351.25-40
-
(2)
VjVj Vju 5-41 Vju5-42 95-43
-
(3)
5-44
-
5.3.5
6789
75%65%
-
2.
0.550.755-45 xx0.25h0x0.35h02.5% 1.00.80.2%
-
3.
1.00.2%4.
5-115-11
-
5.4
5.4.1
1622350%24m
-
5.4.2
5-46 IA/IIA
-
5-47 5-48 340.8570.8580.95 m Ibjj aj cjj Ijj I j
-
abcd 5-25
-
2.
-
3.
5-50 IcIgfyMPaPu fcAg
-
1 EcIeq5-51 25-54 3-- 5-55 5-56
-
5.4.3
FVMiFiViMi5-57 Iii Ii
-
1 2j 5-58 j 5-59 3
-
5.4.4
VvwVw 9 V 1.1 Vw 5-60 5-61 V Vw Mwua Mw vw161412
-
2.
-
160mm1/20140mm1/201/16200mm1/10 140mm600mm6mm
-
10.25%0.20%8300mm20.3%200mm31/10
-
90.480.50.6
-
15-145-1423 5-14
980.10.20.3
-
5-2615-155-16 2
-
5-15 lcv
98v0.20.20.2lc0.25hw0.20hw0.20hwlc0.20hw0.15hw0.15hw132 2lc1.5bw450mm300mm 3v360N/mm2360N/mm2 100mm150mm 4hw
-
5-16
-
5-26
-
5-27
-
5.5
5.5.1-
--- 1
2
3
4300mm
55400mm
-
5.5.2
-
5.5.3
()
-
(1)
()(a)(b)(c); ()(d)(e)
-
15-2825-29
-
5-28
-
5-29
-
1)
5-30 --5-30
-
CFEcIeqQF5-30MwQw5-625-635-645-65
-
pwpw(x)5-305-66pp5-63 5-665-695-675-68
-
-- ABC1C2u1()
-
= 0 u(0) = 0 = 0 = H ()()() = H = H P
-
u(x) uuu 1. 2. 3.
-
2 5-32
-
--5-331/4 5-33 ab
-
b = 05-825-83
-
Mijm'ijhnm n2mijm12m211mijm125-845-865-85
-
5-34 5-34xQmpm5-87
-
5-665-67pp(x) , pm(x)
-
1 2 u 5-94 5-95
-
xQp:5-96 5-97 5-98 5-99
-
1uMwQw ' 25-983CFQFm45-95Qw5-100 5-101
-
(2)
ijQijiQimn5-102 5-103
-
-- 1Vf 0.2V02Vf < 0.2V0VfV0VfmaxVf 5-104
-
5.5.4
--1160mm1/2022bwbw3bw32.5bw45
-
5.6
3%HRB3352.6%HRB4002mm C60C65-C700.05C75-C800.1 C600.1%
-
0.60.020.60.03 0.02