地震荷载

23.622 25.843 23.196 23.407 23.430 29.099 36.682 22.748 20.189 11.147 35.455 44.793 24.692 21.914 10.288 32.725 47.145 23.390 18.877 4.934 27.441 35.748 15.784 12.162 -2.272
3.69 12.664 10.597 8.4 2.769 2.769 1.35 3.877 16.617 5.0 4.099 -1.330 1.35 16.617 16.617 5.0 6.647 2.548 1.35 16.928 14.401 5.0 6.266 2.668 1.00 10.668 25.069 4.0 8.934 8.934 3.69 52.506 44.010 8.4 11.490 11.490 1.35 16.101 25.924 5.0 8.405 3.085 1.35 25.924 25.924 5.0 10.369 1.964 1.35 28.435 17.555 5.0 9.198 1.692 1.00 13.004 30.559 4.0 10.891 10.891 3.69 63.698 48.244 8.4 13.326 13.326 1.35 17.650 36.246 5.0 10.779 2.547 1.35 36.246 36.246 5.0 14.499 3.719 1.35 38.832 23.050 5.0 12.377 1.923 1.00 17.074 40.125 4.0 14.300 14.300 3.69 82.689 59.308 8.4 16.904 16.904 1.35 21.698 41.214 5.0 12.582 4.322 1.35 41.214 41.214 5.0 16.486 3.903 1.35 46.569 28.098 5.0 14.934 2.498 1.00 20.814 48.912 4.0 17.431 17.431 3.69 83.212 62.141 8.4 17.304 17.304 1.35 22.735 41.701 5.0 12.887 4.417 1.35 41.701 41.701 5.0 16.681 3.793 1.35 43.631 27.546 5.0 14.235 2.853 1.00 20.404 47.950 4.0 17.089 17.089
单柱合计
68571
2 25167.57865 2 31450.99569 22 156328.4342 2 11736.57913
2 4672.576701
12000 18750 91429 15750
25200
1 163Hale Waihona Puke Baidu8.22179
171923
1 20407.94057
229231
11 103651.7502
中跨 边中跨2 边跨2 边跨1 边中跨1
中跨 边中跨2 边跨2 边跨1 边中跨1
中跨 边中跨2 边跨2
柱相对抗侧刚 度Dji 2.61 2.9 2.36 2.26 1.82 3.07 3.87 2.4 2.13 1 3.07 3.87 2.4 2.13 1 3.07 3.87 2.4 2.13 1 3.07 3.87 2.4 2.13 1
12.664 14.474 33.235 33.855 25.069 52.506 60.112 51.847 56.871 30.559 63.698 65.894 72.493 77.664 40.125 82.689 81.007 82.428 93.139 48.912 83.212 84.876 83.403 87.261 47.950
层间剪力Fj
95.04 95.04 95.04 95.04 95.04 177.27 177.27 177.27 177.27 177.27 240.52 240.52 240.52 240.52 240.52 284.80 284.80 284.80 284.80 284.80 279.55 279.55 279.55 279.55 279.55
0.397
380600.000 151244.000
0.397
380600.000 151244.000
0.397
1153177.000 401692.000
0.348
框架剪力/kN
95.044 177.272 240.524 284.800 279.549
楼层 一层 二层 三层 四层 五层
楼层风荷载Fw 95.04 177.27 240.52 284.80 279.55
柱剪力Vcji
6.978 7.753 6.310 6.042 4.866 14.923 18.811 11.666 10.353 4.861 20.247 25.523 15.828 14.048 6.595 23.974 30.221 18.742 16.634 7.809 23.532 29.664 18.396 16.327 7.665
12.664 14.474 9.613 8.012 1.872 29.099 36.682 22.748 20.189 7.810 43.509 54.747 37.038 32.871 15.433 60.774 70.718 49.704 45.993 25.522 64.334 79.942 55.962 51.513 32.166
柱高
D值
根数
3.9 12583.78932 3.9 15725.49785 3.9 7105.837917 3.9 5868.289563
3.9 2336.28835
3.9 16398.22179
3.9 20407.94057
3.9 9422.886377 3.9 7731.62714 3.9 3054.04948
229231
37500 0.163590439 0.039290714
229231
30750 0.13414416 0.032447867
229231
12000 0.052348941 0.012918172
229231
91429 0.398850941 0.09067162
229231
229231 229231 229231
Fi(kN) 239.175 206.923 159.171
Vi(kN) 239.175 446.098 605.270
2.000 1.000
10305.940 13894.730
9.100 5.200
93784.054 72252.596
111.420 85.840
716.690 802.529
68571 0.398847158 0.374699637 87321 0.50790761 0.401891842 37500 0.218120903 0.323751921 30750 0.17885914 0.311566327 12000 0.069798689 0.27529184 91429 0.531802028 0.407536615 116629 0.678379274 0.439959824 50400 0.293154494 0.345879223 40950 0.238188026 0.329815019 15750 0.091610779 0.282849364
反弯点高 度yji 0.651 0.641 0.707 0.745 0.926 0.5 0.5 0.5 0.5 0.588 0.449 0.45 0.4 0.4 0.4 0.35 0.4 0.32 0.291 0.162 0.299 0.309 0.22 0.191 -0.076
K
0.798 1.091 0.586 0.51 0.216 0.598 0.818 0.44 0.382 0.162 0.598 0.818 0.44 0.382 0.162 0.598 0.818 0.44 0.382 0.162 0.598 0.818 0.44 0.382 0.162
楼层
5.000 4.000 3.000 2.000 1.000
层间剪力/kN
239.175 446.098 605.270 716.690 802.529
结构抗侧刚度 框架抗侧刚度 框架剪力分配
ΣDi
ΣDim
系数
380600.000 151244.000
0.397
380600.000 151244.000
层高hj
5.2 5.2 5.2 5.2 5.2 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9
柱/梁号
边跨1 边中跨1
中跨 边中跨2 边跨2 边跨1 边中跨1
中跨 边中跨2 边跨2 边跨1 边中跨1
楼层
一般层 Z1 Z2 Z3 Z4 Z5
Z6
Z7 Z8 Z9 Z10
底层 Z1 Z2 Z3 Z4 Z5 Z6 Z7 Z8 Z9 Z10
柱线刚度
梁线刚度
梁柱线刚度 比
修正系数
229231
68571 0.299134934 0.069580262
229231
87321 0.380930153 0.086951889
1 7731.62714
1 3054.04948 151243.5891
380599.7535
2 57177.05824
2 61326.43599
22 543429.9553
2 47543.27016
2 42007.98724
1 31093.89826
1 33567.698
11 290285.7379
116629 0.508783716 0.112842786
50400 0.21986555 0.052102501 40950 0.17864076 0.042750925 15750 0.068707985 0.016886929
171923 171923 171923 171923 171923 171923 171923 171923 171923 171923
层间位移
0.025 0.053 0.080 0.107 0.047
顶点位移 0.311
楼层
5.000 4.000 3.000
Gi(kN) 9678.750 10305.940 10305.940
Hi(kN) 20.800 16.900 13.000
GiHi(kN) 201318.000 174170.386 133977.220
5.2 28588.52912 5.2 30663.218 5.2 24701.36161 5.2 23771.63508 5.2 21003.99362 5.2 31093.89826 5.2 33567.698 5.2 26389.61254 5.2 25163.95894 5.2 21580.6115
层号
5.000 4.000 3.000 2.000 1.000
重力荷载代表 值
9678.750 10305.940 10305.940 10305.940 13894.730
层间剪力
9678.750 19984.690 30290.630 40596.570 54491.300
层间抗侧刚度
380600.000 380600.000 380600.000 380600.000 1153177.000
1 25163.95894
1 21580.6115 401691.9047
1153177
ΣD(KN/m)
380600.000 380600.000 380600.000
∆ui(m) 0.001 0.001 0.002
380600.000 1153177.000
0.002 0.001
楼层刚度Dj 35.55 36.47 36.47 36.47 36.47