典型高层剪力墙结构 最小面好几层最小剪重比 严重不足求各路大侠破解 急！急！急~

33 1 59.00 59.00( 3.01%) ( 3.01%) 168.14 701.87
32 1 19.52 77.89( 2.71%) ( 2.71%) 335.39 11.66
31 1 185.71 256.50( 1.89%) ( 1.89%) 1061.03 133.46
30 1 144.84 395.15( 1.70%) ( 1.70%) 2189.44 116.81
29 1 130.69 513.26( 1.56%) ( 1.56%) 3651.67 113.44
28 1 125.70 616.97( 1.45%) ( 1.45%) 5397.48 110.06
27 1 126.33 712.47( 1.37%) ( 1.37%) 7395.21 106.68
26 1 127.70 804.02( 1.30%) ( 1.30%) 9628.74 103.31
25 1 127.07 893.30( 1.25%) ( 1.25%) 12091.75 99.93
24 1 124.55 980.15( 1.21%) ( 1.21%) 14781.69 96.56
23 1 121.74 1063.87( 1.17%) ( 1.17%) 17695.70 93.18
22 1 119.84 1144.09( 1.14%) ( 1.14%) 20829.14 89.81
21 1 118.65 1220.89( 1.11%) ( 1.11%) 24175.78 86.43
20 1 117.23 1294.41( 1.08%) ( 1.08%) 27728.37 83.05
19 1 115.24 1364.57( 1.06%) ( 1.06%) 31478.83 79.68
18 1 113.44 1431.24( 1.03%) ( 1.03%) 35418.35 76.30
17 1 112.91 1494.52( 1.01%) ( 1.01%) 39537.49 72.93
16 1 113.75 1554.94( 0.98%) ( 0.98%) 43826.80 69.55
15 1 114.67 1613.10( 0.96%) ( 0.96%) 48277.43 66.18
14 1 114.02 1669.31( 0.94%) ( 0.94%) 52881.49 62.80
13 1 111.46 1723.35( 0.92%) ( 0.92%) 57631.79 59.42
12 1 108.33 1774.71( 0.90%) ( 0.90%) 62521.32 56.05
11 1 106.67 1823.05( 0.88%) ( 0.88%) 67542.84 52.67
10 1 107.32 1868.63( 0.86%) ( 0.86%) 72688.96 49.30
9 1 108.52 1911.98( 0.85%) ( 0.85%) 77952.55 45.82
8 1 197.13 1992.00( 0.82%) ( 0.82%) 87733.58 77.40
7 1 148.65 2051.16( 0.79%) ( 0.79%) 95289.77 56.27
6 1 145.52 2101.93( 0.77%) ( 0.77%) 103033.40 49.27
5 1 161.14 2146.43( 0.75%) ( 0.75%) 110941.52 42.27
4 1 181.19 2190.37( 0.72%) ( 0.72%) 121276.94 35.65
3 1 176.31 2231.42( 0.70%) ( 0.70%) 132528.47 26.66
2 1 110.33 2258.02( 0.68%) ( 0.68%) 141474.81 15.75
1 1 53.58 2271.40( 0.65%) ( 0.65%) 152446.33 9.17

抗震规范(5.2.5)条要求的X向楼层最小剪重比 = 0.80%
X 方向的有效质量系数: 96.20%
说明 1-8层 剪力墙厚度为350
改进方案： 将1-4层剪力墙该为 400 其相应的最小剪重比结果仍然不太理想
相关数据
33 1 72.68 72.68( 3.70%) ( 3.70%) 207.15 699.26
32 1 24.05 96.00( 3.33%) ( 3.33%) 413.29 12.54
31 1 224.02 310.21( 2.27%) ( 2.27%) 1319.10 144.35
30 1 171.61 473.69( 2.03%) ( 2.03%) 2716.89 126.35
29 1 151.73 609.00( 1.84%) ( 1.84%) 4509.65 122.63
28 1 143.51 723.54( 1.69%) ( 1.69%) 6624.04 118.91
27 1 142.57 824.72( 1.57%) ( 1.57%) 9009.74 115.19
26 1 143.15 917.83( 1.48%) ( 1.48%) 11635.73 111.47
25 1 142.48 1005.45( 1.40%) ( 1.40%) 14483.79 107.75
24 1 140.99 1088.37( 1.33%) ( 1.33%) 17542.28 104.02
23 1 140.01 1166.93( 1.28%) ( 1.28%) 20802.21 100.30
22 1 139.74 1241.64( 1.23%) ( 1.23%) 24255.76 96.58
21 1 139.22 1312.93( 1.19%) ( 1.19%) 27895.80 92.86
20 1 137.85 1380.86( 1.15%) ( 1.15%) 31715.43 89.14
19 1 136.36 1445.27( 1.11%) ( 1.11%) 35707.37 85.41
18 1 136.12 1506.21( 1.08%) ( 1.08%) 39863.74 81.69
17 1 137.54 1564.30( 1.05%) ( 1.05%) 44176.52 77.97
16 1 139.31 1620.40( 1.02%) ( 1.02%) 48638.34 74.25
15 1 139.50 1675.01( 0.99%) ( 0.99%) 53242.97 70.53
14 1 137.61 1727.97( 0.97%) ( 0.97%) 57985.15 66.81
13 1 134.97 1778.67( 0.94%) ( 0.94%) 62859.89 63.08
12 1 133.38 1826.66( 0.92%) ( 0.92%) 67861.79 59.36
11 1 133.38 1872.06( 0.90%) ( 0.90%) 72985.09 55.64
10 1 133.49 1915.30( 0.88%) ( 0.88%) 78224.09 51.92
9 1 131.07 1956.52( 0.86%) ( 0.86%) 83573.34 48.08
8 1 240.26 2037.61( 0.83%) ( 0.83%) 92957.30 84.46
7 1 188.35 2098.08( 0.80%) ( 0.80%) 100347.00 60.75
6 1 186.20 2151.54( 0.78%) ( 0.78%) 107916.66 50.43
5 1 200.41 2204.99( 0.76%) ( 0.76%) 115656.37 43.33
4 1 218.65 2266.48( 0.74%) ( 0.74%) 125818.03 39.01
3 1 177.79 2319.97( 0.72%) ( 0.72%) 136962.80 27.99
2 1 100.19 2351.41( 0.70%) ( 0.70%) 145886.64 16.92
1 1 39.63 2363.96( 0.67%) ( 0.67%) 155590.31 8.96

抗震规范(5.2.5)条要求的X向楼层最小剪重比 = 0.80%
X 方向的有效质量系数: 94.73%


求各路大侠破解