1.140.714.221.264.530.284.285.073.654.180.093.734.120.183.714.170.173.174.170.173.174.170.173.744.130.273.814.090.140.303.390.320.783.460.653.493.490.653.490.703.480.433.551.104.770.254.234.831.104.770.094.234.831.054.770.094.234.831.044.560.244.275.041.164.50.424.315.10.410.18480042003600IGCB
36
1.145.487.833.555.6714.8315.687.0310.4423.8923.5610.5215.2132.9531.4414.0119.9842.0139.3217.524.5451.3247.1920.9629.0460.7355.0924.32480042003600IGCB活载作用下轴力图
4.3框架地震内力计算
水平地震作用下框架柱剪力和柱端弯矩标准值
Vi?DD(H(
(/mK层
(m)KN
KN/m
KN)DViRy2y3 次
))
?D (KN)
y0
M下 I
0.0138
轴7 3 246.1 600272 8320 6 3.4 0.83
0.32 0 0 3.3
柱
510.10.0138
6
3 8
600272 8320 6 7.1 0.83
0.4 0 0
8.5 731.60.0138
5 3 8 600272 8320 6 10.1 0.83
0.45 0 0 13.6 4
3 910.3
600272
8320
0.0138
12.6
0.45 0 0 17
37
M上 6.9
12.8
16.7 20.8
5 1046.
3 3 79
1140.
2 3 65
3.1206.1 6 4 7 600272 600272
8320 8320
909944 11733 600272 23114 3 246.1
6 0.0138
6 0.0138
6 0.0128
9 0.0138
6 0.83
14.5 15.8 15.6 9.5 0.83 0.45 0.83
0.5 1.00 0.65
0.59 0.59
0 0 19.6 23.9 0 0 23.7 23.7 0 0 36.7 19.8 0 0
7.1 21.4
510.10.0385
6 3 8
600272 23114 1 19.6 0.59 0.59
0 731.60.0385
5 3 8
600272 23114 1 28.2 0.59 0.59
0 910.30.0385
4 3 5
600272 23114 1 35.1 0.59 0.59
0 1046.0.0385
3 3 79
600272 23114 1 40.3 0.59 0.59
0 1140.0.0385
G2 3 65 600272 23114 1 43.9 0.59 0.59
0 轴
3.1206.0.0411
柱 1
62 4 909944 37405 1 49.6 0.70 0.7
0 0.0423
7 3 246.1
600272 25445 9 10.4 0.67 0.67
0 510.10.0423
6 3 8
600272 25445 9 21.6 0.67 0.67
0 731.60.0423
5 3 8
600272 25445 9 31 0.67 0.67
0 910.30.0423
4 3 5
600272 25445 9 38.6 0.67 0.67
0 1046.0.0423
3 3 79
600272 25445 9 44.4 0.67 0.67
0 1140.0.0423
C2 3 65 600272 25445 9 48.4 0.67 0.67
0 轴
3.1206.0.0429
柱 1 62 4 909944 39090 6 51.8 0.80 0.8
0 B
0.0157
轴7 3 246.1
600272 9435 2 3.9 1.12 1.12
0 柱
510.10.0157
6
3 8
600272 9435 2 8 1.12 1.12
0 731.60.0157
5 3 8
600272 9435 2 11.5 1.12 1.12
0 910.30.0157
4 3 5 600272 9435 2 14.3 1.12 1.12 0 3
3 1046.600272 9435 0.015716.5 1.12 0 38
0 20.6 0 33.8 0 47.4 0 54.4 0 65.9 125.0 7 0
8.7 22.60 8 0 37.2 0 52.1 0 59.9 0 72.6 121.0 9 0 4.2
0
9.8 0 15.9 0 19.7 0 22.8 38.2 50.8 57.9 66.5 65.9
53.9 22.5
42.1 55.8 63.7 73.3 72.6
65.6 7.5
14.2
18.6 27.5 26.7
79 1140.
2 3 65
3.1206.1 62 4
注：ViR?Vi?2
0.0157
600272 9435 2
0.0138
909944 12594 4
1.12
17.9 16.7
1.12
1.35
1.35 0 0 36.3 24.2 1.12 0 0 26.9 26.9
D，柱下端弯矩M下?ViR(y0?y2?y3)h，柱上端弯矩D?M上?ViR(1?y0?y2?y3)h
层 IG跨 GC跨 Mbl(KN?M)r MblMb?MbrV?l(KN)CB跨 M?MbMbrM?Ml(m)MblV?b V?l(KN (KN (KN)l (KN)?M)?m)lbrblrl(m) (KN?m) lMbrl(m)Mb(KN(KN ?M)?m) 3.2 7.1 5.9 13.0 3.6 10.6 7.5 5.0 11.7 7 4.8 6.9 8.46 6 4.8 16.1 5 4.8 25.2 4 4.8 34.4 3 4.8 40.9 2 4.8 43.3 1 4.8 43.5 47.4 47.5 45.0 36.2 28.2 17.9 4.2 12.9 12.0 4.2 27.4 27.0 3.6 23.8 18.4 11.1 4.2 43.2 41.7 20.2 3.6 36.8 28.4 18.1 14.7 4.2 55.5 53.6 26.0 3.6 47.3 43.4 25.2 17.9 4.2 68.9 66.6 32.3 3.6 58.8 46.4 29.2 18.9 4.2 72.8 70.4 34.1 3.6 62.1 49.7 31.1 18.9 4.2 72.4 73.4 34.7 3.6 64.8 51.1 32.2
39
6.96.98.512.917.97.128.212.021.410.527.038.28.727.450.823.841.755.822.6836.853.663.747.366.673.352.141.722.57.57.53.312.816.118.44.214.28.516.725.228.49.818.620.636.243.220.857.955.523.945.066.568.923.747.565.972.818.953.972.443.415.927.513.634.433.837.246.419.726.717.040.947.458.870.472.662.173.451.1360065.672.626.924.264.849.722.826.919.643.354.459.923.719.836.765.936.7480012.57121.9420036.3IGCB地震作用框架弯矩图
40