本帖最后由 zb616 于 2013-12-9 19:59 编辑





框架核心筒结构，pkpm结果显示txt文件：“ 框架柱倾覆力矩及0.2V0调整系数”，关于/轴力方式，“ 规定水平力框架柱及短肢墙地震倾覆力矩百分比(轴力方式)”，这一项框架柱占地震倾覆力矩百分比是否要考虑，具体限制为多少？规范哪里有规定呢？如下：
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规定水平力框架柱及短肢墙地震倾覆力矩百分比(轴力方式)
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层号 塔号 框架柱 短肢墙

26 1 X 1364.58% 0.00%
Y 229.42% 0.00%
25 1 X 109.67% 0.00%
Y 166.83% 0.00%
24 1 X 91.03% 0.00%
Y 129.63% 0.00%
23 1 X 82.31% 0.00%
Y 110.86% 0.00%
22 1 X 76.41% 0.00%
Y 98.52% 0.00%
21 1 X 75.52% 0.00%
Y 95.18% 0.00%
20 1 X 74.39% 0.00%
Y 91.81% 0.00%
19 1 X 73.62% 0.00%
Y 89.14% 0.00%
18 1 X 73.03% 0.00%
Y 86.89% 0.00%
17 1 X 77.36% 0.00%
Y 87.37% 0.00%
16 1 X 70.36% 0.00%
Y 83.19% 0.00%
15 1 X 69.88% 0.00%
Y 81.56% 0.00%
14 1 X 69.34% 0.00%
Y 79.99% 0.00%
13 1 X 69.19% 0.00%
Y 78.65% 0.00%
12 1 X 68.86% 0.00%
Y 77.18% 0.00%
11 1 X 68.52% 0.00%
Y 75.61% 0.00%
10 1 X 67.94% 0.00%
Y 73.96% 0.00%
9 1 X 67.38% 0.00%
Y 72.20% 0.00%
8 1 X 65.84% 0.00%
Y 70.22% 0.00%
7 1 X 65.27% 0.00%
Y 68.28% 0.00%
6 1 X 65.40% 0.00%
Y 65.22% 0.00%
5 1 X 62.70% 0.00%
Y 61.30% 0.00%
4 1 X 60.06% 0.00%
Y 57.48% 0.00%
3 1 X 58.46% 0.00%
Y 53.86% 0.00%
2 1 X 56.15% 0.00%
Y 53.44% 0.00%
1 1 X 32.12% 0.03%
Y 42.25% -0.04%