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:):):):):):):):):)

* 风荷载信息 *
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层号 塔号 风荷载X 剪力X 倾覆弯矩X 风荷载Y 剪力Y 倾覆弯矩Y
15 1 104.10 104.1 343.5 78.07 78.1 257.6
14 1 100.50 204.6 1018.7 75.37 153.4 764.0
13 1 96.90 301.5 2013.6 72.67 226.1 1510.2
12 1 93.28 394.8 3316.4 69.96 296.1 2487.3
11 1 89.62 484.4 4914.9 67.22 363.3 3686.2
10 1 85.89 570.3 6796.8 64.42 427.7 5097.6
9 1 82.05 652.3 8949.5 61.53 489.2 6712.1
8 1 78.06 730.4 11359.8 58.54 547.8 8519.8
7 1 73.87 804.3 14013.8 55.40 603.2 10510.4
6 1 69.41 873.7 16896.9 52.06 655.3 12672.7
5 1 64.60 938.3 19993.2 48.45 703.7 14994.9
4 1 59.26 997.5 23285.1 44.45 748.1 17463.8
3 1 53.31 1050.8 26752.8 39.98 788.1 20064.6
2 1 51.53 1102.4 30390.6 38.65 826.8 22792.9
1 1 49.51 1151.9 34191.8 37.13 863.9 25643.8
风载叠加满足，地震力下不同，采用阵型分解反应谱法
Floor Tower Fx Vx (分塔剪重比) (整层剪重比) Mx Static Fx
(kN) (kN) (kN-m) (kN)
(注意:下面分塔输出的剪重比不适合于上连多塔结构)
15 1 702.97 702.97( 8.93%) ( 8.93%) 2319.79 1312.39
14 1 564.01 1261.10( 8.01%) ( 8.01%) 6475.89 769.73
13 1 456.08 1687.98( 7.15%) ( 7.15%) 12016.47 714.75
12 1 402.10 2013.18( 6.39%) ( 6.39%) 18571.11 659.77
11 1 392.93 2270.61( 5.77%) ( 5.77%) 25871.33 604.79
10 1 404.79 2489.09( 5.27%) ( 5.27%) 33743.91 549.81
9 1 424.02 2690.43( 4.88%) ( 4.88%) 42093.35 494.83
8 1 441.25 2889.95( 4.59%) ( 4.59%) 50884.99 439.84
7 1 445.92 3094.32( 4.37%) ( 4.37%) 60126.99 384.86
6 1 433.28 3300.18( 4.19%) ( 4.19%) 69847.27 329.88
5 1 406.70 3497.59( 4.04%) ( 4.04%) 80069.26 274.90
4 1 367.72 3674.76( 3.89%) ( 3.89%) 90794.39 219.92
3 1 308.20 3819.10( 3.73%) ( 3.73%) 101992.66 164.94
2 1 219.16 3917.57( 3.55%) ( 3.55%) 113598.91 109.96
1 1 106.21 3962.37( 3.36%) ( 3.36%) 125517.75 54.98