1、1*框架柱地震倾覆弯矩百分比*柱倾覆弯矩 墙倾覆弯矩 柱倾覆弯矩百分比28 层 X 向地震: 87.0 626.4 12.20%28 层 Y 向地震: 20.6 853.9 2.35%27 层 X 向地震: 1835.3 2131.4 46.27%27 层 Y 向地震: 1615.8 3606.2 30.94%26 层 X 向地震: 3440.9 3931.5 46.67%26 层 Y 向地震: 3079.3 5728.4 34.96%25 层 X 向地震: 5371.3 6119.1 46.75%25 层 Y 向地震: 4744.2 8313.0 36.33%24 层 X 向地震: 7402
2、.6 8807.9 45.67%24 层 Y 向地震: 6240.7 11959.9 34.29%23 层 X 向地震: 10188.6 11404.5 47.18%23 层 Y 向地震: 9321.3 14948.8 38.41%22 层 X 向地震: 13064.6 14427.0 47.52%22 层 Y 向地震: 12115.8 18474.4 39.61%21 层 X 向地震: 16203.0 17693.4 47.80%21 层 Y 向地震: 15125.6 21996.0 40.75%20 层 X 向地震: 19560.8 21199.4 47.99%20 层 Y 向地震: 18
3、267.7 25777.0 41.48%19 层 X 向地震: 23131.8 24921.0 48.14%19 层 Y 向地震: 21551.0 30069.0 41.75%18 层 X 向地震: 26902.7 28840.4 48.26%18 层 Y 向地震: 24967.5 34140.0 42.24%17 层 X 向地震: 30868.0 32956.3 48.36%17 层 Y 向地震: 28516.5 38745.2 42.40%16 层 X 向地震: 34987.4 37286.2 48.41%16 层 Y 向地震: 32164.4 43846.4 42.32%15 层 X 向
4、地震: 39341.3 41778.9 48.50%15 层 Y 向地震: 36002.4 49077.5 42.32%14 层 X 向地震: 43830.0 46475.2 48.54%14 层 Y 向地震: 39925.2 54616.6 42.23%13 层 X 向地震: 48469.8 51343.7 48.56%13 层 Y 向地震: 43953.3 60339.7 42.14%12 层 X 向地震: 53254.0 56378.7 48.57%12 层 Y 向地震: 48080.4 66317.1 42.03%11 层 X 向地震: 58115.9 61621.9 48.54%11
5、 层 Y 向地震: 52238.0 72554.4 41.86%10 层 X 向地震: 63247.7 66937.3 48.58%10 层 Y 向地震: 56597.5 78953.8 41.75%9 层 X 向地震: 68427.5 72489.6 48.56%9 层 Y 向地震: 60961.5 85670.1 41.57%8 层 X 向地震: 73681.0 78247.1 48.50%8 层 Y 向地震: 65332.8 92710.4 41.34%7 层 X 向地震: 79040.6 84198.8 48.42%7 层 Y 向地震: 69720.6 100103.3 41.05%6
6、 层 X 向地震: 84430.6 90399.2 48.29%6 层 Y 向地震: 74056.2 107930.1 40.69%5 层 X 向地震: 89697.9 97018.4 48.04%5 层 Y 向地震: 78107.4 116449.4 40.15%4 层 X 向地震: 95402.3 105405.7 47.51%4 层 Y 向地震: 82274.1 127396.3 39.24%3 层 X 向地震: 100560.2 115017.2 46.65%3 层 Y 向地震: 85699.0 140111.1 37.95%2 层 X 向地震: 106247.3 127255.1 4
7、5.50%2 层 Y 向地震: 89895.1 156179.8 36.53%1 层 X 向地震: 108782.9 141836.9 43.41%1 层 Y 向地震: 91705.5 173930.8 34.52%*框架柱地震剪力百分比*层号 塔号 柱剪力 墙剪力 柱剪力百分比1 1 X 341.3 3163.8 9.74%Y 226.3 4053.1 5.29%2 1 X 774.1 2459.2 23.94%Y 554.3 2777.2 16.64%3 1 X 923.4 2277.5 28.85%Y 643.1 2652.0 19.52%4 1 X 1080.5 2062.0 34.3
8、8%Y 827.2 2402.5 25.61%5 1 X 1187.1 1878.9 38.72%Y 966.6 2174.8 30.77%6 1 X 1215.1 1771.3 40.69%Y 1038.6 2009.0 34.08%7 1 X 1207.6 1700.4 41.53%Y 1061.9 1892.2 35.95%28 1 X 1181.5 1649.6 41.73%Y 1061.0 1803.2 37.04%9 1 X 1163.5 1591.0 42.24%Y 1063.2 1712.6 38.30%10 1 X 1152.4 1524.0 43.06%Y 1065.0 1
9、623.6 39.61%11 1 X 1085.9 1510.8 41.82%Y 1014.5 1588.7 38.97%12 1 X 1068.5 1447.9 42.46%Y 1009.6 1511.9 40.04%13 1 X 1034.5 1399.5 42.50%Y 985.9 1456.1 40.37%14 1 X 999.3 1348.7 42.56%Y 960.8 1401.5 40.67%15 1 X 968.0 1288.9 42.89%Y 941.0 1338.5 41.28%16 1 X 913.5 1246.4 42.29%Y 893.8 1298.9 40.76%1
10、7 1 X 877.8 1182.6 42.61%Y 870.3 1236.8 41.30%18 1 X 833.0 1125.1 42.54%Y 838.1 1182.9 41.47%19 1 X 787.0 1065.4 42.48%Y 805.8 1126.1 41.71%20 1 X 738.1 1001.8 42.42%Y 771.7 1065.4 42.01%21 1 X 687.8 930.2 42.51%Y 739.6 992.6 42.70%22 1 X 627.8 855.9 42.31%Y 687.6 927.7 42.57%23 1 X 604.9 730.6 45.2
11、9%Y 757.8 731.9 50.87%24 1 X 444.0 725.1 37.98%Y 374.2 941.7 28.43%25 1 X 420.6 565.6 42.65%Y 419.6 723.1 36.72%26 1 X 346.0 416.7 45.37%Y 369.9 539.7 40.67%27 1 X 373.0 148.3 71.55%Y 402.5 271.1 59.76%28 1 X 0.0 108.8 0.00%Y 0.0 120.9 0.00%*0.2Q0 调整系数*0.2Qox = 649.00 1.5Vxmax = 1822.690.2Qoy = 671.
12、29 1.5Vymax = 1597.46Floor Coef_x Coef_y Vcx Vcy1 1.000 1.000 341.271 226.2512 1.000 1.000 774.066 554.2963 1.000 1.000 923.392 643.0604 1.000 1.000 1080.510 827.2365 1.000 1.000 1187.148 966.5706 1.000 1.000 1215.126 1038.6167 1.000 1.000 1207.569 1061.9218 1.000 1.000 1181.509 1060.9779 1.000 1.00
13、0 1163.513 1063.15910 1.000 1.000 1152.388 1064.97311 1.000 1.000 1085.884 1014.46112 1.000 1.000 1068.459 1009.58413 1.000 1.000 1034.494 985.94614 1.000 1.000 999.267 960.76415 1.000 1.000 967.953 941.00016 1.000 1.000 913.488 893.76817 1.000 1.000 877.828 870.28918 1.000 1.000 832.999 838.12819 1.000 1.000 787.010 805.84620 1.000 1.000 738.095 771.74421 1.000 1.000 687.775 739.62922 1.000 1.000 627.840 687.58923 1.000 1.000 604.883 757.78324 1.000 1.000 443.989 374.15525 1.000 1.000 420.612 419.61126 1.000 1.000 346.040 369.93227 1.000 1.000 373.030 402.52928 1.000 1.000 0.000 0.000
