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wv02q.out
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**********************************************************
各层各塔的规定水平力
**********************************************************
层号 塔号 X向(KN) Y向(KN)
29 1 148.7 181.9
28 1 109.2 138.5
27 1 365.4 424.6
26 1 284.9 308.5
25 1 243.6 246.6
24 1 206.9 196.9
23 1 177.8 160.6
22 1 156.5 136.0
21 1 141.3 119.8
20 1 130.3 109.4
19 1 122.7 102.9
18 1 117.8 99.0
17 1 114.1 96.3
16 1 109.9 93.7
15 1 105.4 90.9
14 1 101.1 88.2
13 1 97.6 86.6
12 1 94.2 86.3
11 1 90.1 86.9
10 1 85.9 87.9
9 1 83.0 89.0
8 1 81.6 91.3
7 1 80.9 95.3
6 1 79.9 100.2
5 1 79.5 102.6
4 1 80.2 98.4
3 1 79.4 84.2
2 1 71.1 60.9
1 1 71.9 47.5
**********************************************************
规定水平力下框架柱、短肢墙地震倾覆弯矩
**********************************************************
层号 塔号 框架柱 短肢墙 普通墙 斜撑 合计
29 1 X 311.6 0.0 357.7 0.0 669.3
28 1 X 759.0 0.0 1070.9 0.0 1829.9
27 1 X 1247.7 0.0 2452.2 0.0 3700.0
26 1 X 1804.5 0.0 4620.3 0.0 6424.8
25 1 X 2475.6 0.0 7404.8 0.0 9880.4
24 1 X 3256.6 0.0 10700.3 0.0 13956.9
23 1 X 4137.2 0.0 14429.6 0.0 18566.8
22 1 X 5109.2 0.0 18537.2 0.0 23646.4
21 1 X 6164.7 0.0 22985.2 0.0 29149.9
20 1 X 7297.6 0.0 27746.5 0.0 35044.1
19 1 X 8502.4 0.0 32804.1 0.0 41306.5
18 1 X 9776.4 0.0 38146.0 0.0 47922.4
17 1 X 11101.8 0.0 43778.7 0.0 54880.6
16 1 X 12521.6 0.0 49647.0 0.0 62168.7
15 1 X 13989.9 0.0 55782.9 0.0 69772.9
14 1 X 15516.2 0.0 62164.1 0.0 77680.3
13 1 X 17098.1 0.0 68782.3 0.0 85880.4
12 1 X 18734.0 0.0 75629.1 0.0 94363.1
11 1 X 20420.8 0.0 82695.2 0.0 103116.1
10 1 X 22156.4 0.0 89970.4 0.0 112126.8
9 1 X 23923.1 0.0 97463.3 0.0 121386.4
8 1 X 25762.0 0.0 105128.7 0.0 130890.8
7 1 X 27627.3 0.0 113010.4 0.0 140637.7
6 1 X 29523.5 0.0 121100.8 0.0 150624.3
5 1 X 31439.5 0.0 129409.9 0.0 160849.3
4 1 X 33356.6 0.0 137958.3 0.0 171314.9
3 1 X 35241.5 0.0 146777.2 0.0 182018.8
2 1 X 37099.2 0.0 155836.7 0.0 192935.9
1 1 X 38526.4 0.0 176674.9 0.0 215201.3
29 1 Y 325.5 0.0 493.1 0.0 818.6
28 1 Y 760.2 0.0 1500.4 0.0 2260.6
27 1 Y 938.3 0.0 3557.3 0.0 4495.6
26 1 Y 1234.1 0.0 6422.1 0.0 7656.2
25 1 Y 1602.7 0.0 9953.7 0.0 11556.4
24 1 Y 2050.0 0.0 13997.3 0.0 16047.3
23 1 Y 2569.3 0.0 18450.9 0.0 21020.2
22 1 Y 3155.5 0.0 23245.5 0.0 26401.0
21 1 Y 3803.7 0.0 28337.7 0.0 32141.4
20 1 Y 4509.6 0.0 33700.4 0.0 38210.0
19 1 Y 5269.5 0.0 39317.8 0.0 44587.3
18 1 Y 6080.7 0.0 45180.8 0.0 51261.6
17 1 Y 6933.5 0.0 51291.2 0.0 58224.7
16 1 Y 7862.3 0.0 57606.7 0.0 65469.0
15 1 Y 8830.0 0.0 64156.0 0.0 72985.9
14 1 Y 9842.7 0.0 70924.9 0.0 80767.6
13 1 Y 10899.6 0.0 77909.3 0.0 88808.9
12 1 Y 12000.0 0.0 85109.1 0.0 97109.1
11 1 Y 13141.7 0.0 92528.4 0.0 105670.1
10 1 Y 14322.0 0.0 100172.7 0.0 114494.7
9 1 Y 15528.5 0.0 108057.9 0.0 123586.4
8 1 Y 16794.1 0.0 116157.9 0.0 132952.0
7 1 Y 18070.4 0.0 124533.0 0.0 142603.4
6 1 Y 19349.3 0.0 133206.1 0.0 152555.3
5 1 Y 20608.1 0.0 142207.1 0.0 162815.2
4 1 Y 21810.7 0.0 151559.4 0.0 173370.1
3 1 Y 22907.5 0.0 161270.2 0.0 184177.7
2 1 Y 23841.9 0.0 171326.0 0.0 195167.9
1 1 Y 24270.2 0.0 193163.1 0.0 217433.3
**********************************************************
规定水平力下框架柱、短肢墙地震倾覆弯矩百分比
**********************************************************
层号 塔号 框架柱 短肢墙
29 1 X 46.6 0.0
28 1 X 41.5 0.0
27 1 X 33.7 0.0
26 1 X 28.1 0.0
25 1 X 25.1 0.0
24 1 X 23.3 0.0
23 1 X 22.3 0.0
22 1 X 21.6 0.0
21 1 X 21.1 0.0
20 1 X 20.8 0.0
19 1 X 20.6 0.0
18 1 X 20.4 0.0
17 1 X 20.2 0.0
16 1 X 20.1 0.0
15 1 X 20.1 0.0
14 1 X 20.0 0.0
13 1 X 19.9 0.0
12 1 X 19.9 0.0
11 1 X 19.8 0.0
10 1 X 19.8 0.0
9 1 X 19.7 0.0
8 1 X 19.7 0.0
7 1 X 19.6 0.0
6 1 X 19.6 0.0
5 1 X 19.5 0.0
4 1 X 19.5 0.0
3 1 X 19.4 0.0
2 1 X 19.2 0.0
1 1 X 17.9 0.0
29 1 Y 39.8 0.0
28 1 Y 33.6 0.0
27 1 Y 20.9 0.0
26 1 Y 16.1 0.0
25 1 Y 13.9 0.0
24 1 Y 12.8 0.0
23 1 Y 12.2 0.0
22 1 Y 12.0 0.0
21 1 Y 11.8 0.0
20 1 Y 11.8 0.0
19 1 Y 11.8 0.0
18 1 Y 11.9 0.0
17 1 Y 11.9 0.0
16 1 Y 12.0 0.0
15 1 Y 12.1 0.0
14 1 Y 12.2 0.0
13 1 Y 12.3 0.0
12 1 Y 12.4 0.0
11 1 Y 12.4 0.0
10 1 Y 12.5 0.0
9 1 Y 12.6 0.0
8 1 Y 12.6 0.0
7 1 Y 12.7 0.0
6 1 Y 12.7 0.0
5 1 Y 12.7 0.0
4 1 Y 12.6 0.0
3 1 Y 12.4 0.0
2 1 Y 12.2 0.0
1 1 Y 11.2 0.0
**********************************************************
规定水平力下框架柱、短肢墙地震倾覆弯矩（轴力方式）
**********************************************************
层号 塔号 框架柱 短肢墙 普通墙 斜撑 合计
29 1 X 671.3 0.0 -2.0 0.0 669.3
28 1 X 1618.9 0.0 211.0 0.0 1829.9
27 1 X 543.2 0.0 3156.8 0.0 3700.0
26 1 X 1408.5 0.0 5016.4 0.0 6424.8
25 1 X 2710.6 0.0 7169.8 0.0 9880.4
24 1 X 4447.4 0.0 9509.5 0.0 13956.9
23 1 X 6592.7 0.0 11974.1 0.0 18566.8
22 1 X 9116.7 0.0 14529.7 0.0 23646.4
21 1 X 11989.7 0.0 17160.1 0.0 29149.9
20 1 X 15185.4 0.0 19858.8 0.0 35044.1
19 1 X 18682.9 0.0 22623.6 0.0 41306.5
18 1 X 22466.9 0.0 25455.5 0.0 47922.4
17 1 X 26501.5 0.0 28379.1 0.0 54880.6
16 1 X 30854.9 0.0 31313.7 0.0 62168.7
15 1 X 35476.7 0.0 34296.2 0.0 69772.9
14 1 X 40347.1 0.0 37333.2 0.0 77680.3
13 1 X 45469.6 0.0 40410.9 0.0 85880.5
12 1 X 50843.4 0.0 43519.7 0.0 94363.1
11 1 X 56464.1 0.0 46652.0 0.0 103116.1
10 1 X 62325.7 0.0 49801.1 0.0 112126.8
9 1 X 68398.2 0.0 52988.2 0.0 121386.4
8 1 X 74756.9 0.0 56133.9 0.0 130890.8
7 1 X 81347.4 0.0 59290.3 0.0 140637.7
6 1 X 88128.9 0.0 62495.4 0.0 150624.3
5 1 X 95075.8 0.0 65773.6 0.0 160849.3
4 1 X 102118.6 0.0 69196.3 0.0 171314.9
3 1 X 109153.0 0.0 72865.7 0.0 182018.8
2 1 X 115995.7 0.0 76940.1 0.0 192935.9
1 1 X 121409.2 0.0 93792.1 0.0 215201.3
29 1 Y 995.0 0.0 -176.3 0.0 818.6
28 1 Y 2410.7 0.0 -150.1 0.0 2260.6
27 1 Y 1042.1 0.0 3453.5 0.0 4495.6
26 1 Y 1615.2 0.0 6041.0 0.0 7656.2
25 1 Y 2207.2 0.0 9349.2 0.0 11556.4
24 1 Y 2844.9 0.0 13202.4 0.0 16047.3
23 1 Y 3534.4 0.0 17485.8 0.0 21020.2
22 1 Y 4308.7 0.0 22092.3 0.0 26401.0
21 1 Y 5224.6 0.0 26916.8 0.0 32141.4
20 1 Y 6315.0 0.0 31895.0 0.0 38210.0
19 1 Y 7624.4 0.0 36962.9 0.0 44587.3
18 1 Y 9038.6 0.0 42223.0 0.0 51261.6
17 1 Y 10517.7 0.0 47707.1 0.0 58224.8
16 1 Y 12118.5 0.0 53350.6 0.0 65469.0
15 1 Y 13810.5 0.0 59175.5 0.0 72986.0
14 1 Y 15585.8 0.0 65181.8 0.0 80767.6
13 1 Y 17444.0 0.0 71364.9 0.0 88809.0
12 1 Y 19379.9 0.0 77729.3 0.0 97109.1
11 1 Y 21388.0 0.0 84282.1 0.0 105670.2
10 1 Y 23461.2 0.0 91033.6 0.0 114494.8
9 1 Y 25570.8 0.0 98015.7 0.0 123586.5
8 1 Y 27766.0 0.0 105186.1 0.0 132952.0
7 1 Y 29991.6 0.0 112611.9 0.0 142603.5
6 1 Y 32225.7 0.0 120329.7 0.0 152555.4
5 1 Y 34398.7 0.0 128416.6 0.0 162815.3
4 1 Y 36419.3 0.0 136950.9 0.0 173370.2
3 1 Y 38226.3 0.0 145951.5 0.0 184177.8
2 1 Y 39596.2 0.0 155571.8 0.0 195168.0
1 1 Y 40072.4 0.0 177361.0 0.0 217433.4
**********************************************************
规定水平力下框架柱、短肢墙地震倾覆弯矩百分比（轴力方式）
**********************************************************
层号 塔号 框架柱 短肢墙
29 1 X 100.3 0.0
28 1 X 88.5 0.0
27 1 X 14.7 0.0
26 1 X 21.9 0.0
25 1 X 27.4 0.0
24 1 X 31.9 0.0
23 1 X 35.5 0.0
22 1 X 38.6 0.0
21 1 X 41.1 0.0
20 1 X 43.3 0.0
19 1 X 45.2 0.0
18 1 X 46.9 0.0
17 1 X 48.3 0.0
16 1 X 49.6 0.0
15 1 X 50.8 0.0
14 1 X 51.9 0.0
13 1 X 52.9 0.0
12 1 X 53.9 0.0
11 1 X 54.8 0.0
10 1 X 55.6 0.0
9 1 X 56.3 0.0
8 1 X 57.1 0.0
7 1 X 57.8 0.0
6 1 X 58.5 0.0
5 1 X 59.1 0.0
4 1 X 59.6 0.0
3 1 X 60.0 0.0
2 1 X 60.1 0.0
1 1 X 56.4 0.0
29 1 Y 121.5 0.0
28 1 Y 106.6 0.0
27 1 Y 23.2 0.0
26 1 Y 21.1 0.0
25 1 Y 19.1 0.0
24 1 Y 17.7 0.0
23 1 Y 16.8 0.0
22 1 Y 16.3 0.0
21 1 Y 16.3 0.0
20 1 Y 16.5 0.0
19 1 Y 17.1 0.0
18 1 Y 17.6 0.0
17 1 Y 18.1 0.0
16 1 Y 18.5 0.0
15 1 Y 18.9 0.0
14 1 Y 19.3 0.0
13 1 Y 19.6 0.0
12 1 Y 20.0 0.0
11 1 Y 20.2 0.0
10 1 Y 20.5 0.0
9 1 Y 20.7 0.0
8 1 Y 20.9 0.0
7 1 Y 21.0 0.0
6 1 Y 21.1 0.0
5 1 Y 21.1 0.0
4 1 Y 21.0 0.0
3 1 Y 20.8 0.0
2 1 Y 20.3 0.0
1 1 Y 18.4 0.0
**********************************************************
框架柱地震剪力百分比
**********************************************************
层号 塔号 柱剪力 墙剪力 总剪力 柱剪力百分比 柱剪力与分段基底剪力百分比
29 1 X 64.0 88.1 148.7 43.06% 0.00%
28 1 X 94.7 167.0 257.9 36.72% 0.00%
27 1 X 148.6 483.7 623.4 23.84% 0.00%
26 1 X 171.2 741.9 908.3 18.84% 0.00%
25 1 X 207.2 948.9 1151.9 17.98% 0.00%
24 1 X 242.4 1119.9 1358.8 17.84% 0.00%
23 1 X 274.3 1265.4 1536.6 17.85% 0.00%
22 1 X 303.6 1392.3 1693.2 17.93% 0.00%
21 1 X 330.6 1506.5 1834.5 18.02% 0.00%
20 1 X 355.7 1611.4 1964.8 18.10% 0.00%
19 1 X 379.3 1710.4 2087.5 18.17% 0.00%
18 1 X 402.0 1805.3 2205.3 18.23% 0.00%
17 1 X 419.6 1901.7 2319.4 18.09% 0.00%
16 1 X 450.1 1981.2 2429.4 18.53% 0.00%
15 1 X 466.8 2069.7 2534.7 18.41% 0.00%
14 1 X 486.4 2151.0 2635.8 18.45% 0.00%
13 1 X 505.4 2229.5 2733.4 18.49% 0.00%
12 1 X 524.0 2305.0 2827.6 18.53% 0.00%
11 1 X 541.6 2377.3 2917.7 18.56% 0.00%
10 1 X 558.7 2446.1 3003.6 18.60% 0.00%
9 1 X 570.4 2517.1 3086.5 18.48% 0.00%
8 1 X 595.0 2574.0 3168.1 18.78% 0.00%
7 1 X 605.4 2644.3 3249.0 18.63% 0.00%
6 1 X 617.6 2711.9 3328.9 18.55% 0.00%
5 1 X 626.4 2782.4 3408.3 18.38% 0.00%
4 1 X 629.6 2859.2 3488.5 18.05% 0.00%
3 1 X 621.5 2946.7 3567.9 17.42% 0.00%
2 1 X 618.1 3021.0 3639.0 16.99% 0.00%
1 1 X 240.2 3470.8 3710.9 6.47% 0.00%
29 1 Y 74.9 116.1 181.9 41.15% 0.00%
28 1 Y 108.6 225.2 320.4 33.89% 0.00%
27 1 Y 105.8 652.0 745.0 14.20% 0.00%
26 1 Y 123.6 933.9 1053.5 11.73% 0.00%
25 1 Y 143.5 1159.4 1300.1 11.04% 0.00%
24 1 Y 163.8 1334.8 1497.0 10.94% 0.00%
23 1 Y 183.0 1475.6 1657.6 11.04% 0.00%
22 1 Y 201.2 1593.0 1793.6 11.22% 0.00%
21 1 Y 218.6 1695.2 1913.5 11.43% 0.00%
20 1 Y 235.4 1787.8 2022.9 11.63% 0.00%
19 1 Y 251.5 1874.5 2125.8 11.83% 0.00%
18 1 Y 267.4 1957.6 2224.8 12.02% 0.00%
17 1 Y 280.6 2040.8 2321.1 12.09% 0.00%
16 1 Y 305.4 2109.8 2414.8 12.65% 0.00%
15 1 Y 318.4 2187.8 2505.6 12.71% 0.00%
14 1 Y 333.4 2261.1 2593.9 12.85% 0.00%
13 1 Y 348.3 2332.8 2680.4 12.99% 0.00%
12 1 Y 363.1 2404.3 2766.7 13.12% 0.00%
11 1 Y 377.4 2477.1 2853.7 13.22% 0.00%
10 1 Y 390.8 2551.5 2941.5 13.29% 0.00%
9 1 Y 400.4 2630.8 3030.6 13.21% 0.00%
8 1 Y 421.0 2701.3 3121.8 13.49% 0.00%
7 1 Y 425.6 2791.8 3217.2 13.23% 0.00%
6 1 Y 427.5 2890.0 3317.3 12.89% 0.00%
5 1 Y 421.7 2998.5 3419.9 12.33% 0.00%
4 1 Y 403.8 3115.0 3518.3 11.48% 0.00%
3 1 Y 369.0 3234.0 3602.5 10.24% 0.00%
2 1 Y 316.6 3347.2 3663.4 8.64% 0.00%
1 1 Y 72.5 3638.4 3710.9 1.95% 0.00%
**********************************************************
框架柱风倾覆弯矩百分比
**********************************************************
层号 塔号 柱弯矩 总弯矩 柱弯矩百分比
29 1 X 724.3 1346.4 53.80%
28 1 X 1989.7 3992.2 49.84%
27 1 X 2641.2 6376.1 41.42%
26 1 X 3324.6 9365.0 35.50%
25 1 X 4089.3 12943.7 31.59%
24 1 X 4947.1 17097.1 28.94%
23 1 X 5902.3 21810.3 27.06%
22 1 X 6955.8 27068.0 25.70%
21 1 X 8106.7 32855.4 24.67%
20 1 X 9353.0 39157.2 23.89%
19 1 X 10691.6 45958.4 23.26%
18 1 X 12120.4 53243.6 22.76%
17 1 X 13619.5 60997.6 22.33%
16 1 X 15238.8 69204.6 22.02%
15 1 X 16924.4 77849.2 21.74%
14 1 X 18686.5 86915.1 21.50%
13 1 X 20521.4 96386.3 21.29%
12 1 X 22425.8 106246.0 21.11%
11 1 X 24395.0 116477.5 20.94%
10 1 X 26424.8 127063.2 20.80%
9 1 X 28492.0 137985.1 20.65%
8 1 X 30641.9 149224.6 20.53%
7 1 X 32816.2 160762.3 20.41%
6 1 X 35015.8 172577.8 20.29%
5 1 X 37222.6 184649.4 20.16%
4 1 X 39410.4 196953.8 20.01%
3 1 X 41539.8 209481.5 19.83%
2 1 X 43610.1 222222.1 19.62%
1 1 X 45247.2 248510.2 18.21%
29 1 Y 1045.5 1896.9 55.11%
28 1 Y 2817.6 5624.9 50.09%
27 1 Y 2884.9 8895.0 32.43%
26 1 Y 3248.3 12931.0 25.12%
25 1 Y 3658.4 17713.7 20.65%
24 1 Y 4163.9 23224.1 17.93%
23 1 Y 4761.8 29443.4 16.17%
22 1 Y 5454.0 36352.6 15.00%
21 1 Y 6240.5 43932.7 14.20%
20 1 Y 7120.0 52164.7 13.65%
19 1 Y 8090.3 61029.6 13.26%
18 1 Y 9149.0 70508.1 12.98%
17 1 Y 10283.8 80580.7 12.76%
16 1 Y 11537.7 91228.0 12.65%
15 1 Y 12862.3 102430.0 12.56%
14 1 Y 14264.2 114166.7 12.49%
13 1 Y 15740.2 126417.4 12.45%
12 1 Y 17286.8 139161.3 12.42%
11 1 Y 18898.3 152376.9 12.40%
10 1 Y 20567.4 166042.2 12.39%
9 1 Y 22274.2 180134.5 12.37%
8 1 Y 24059.2 194630.1 12.36%
7 1 Y 25854.9 209504.6 12.34%
6 1 Y 27647.0 224732.1 12.30%
5 1 Y 29403.8 240285.1 12.24%
4 1 Y 31076.5 256134.2 12.13%
3 1 Y 32601.5 272267.5 11.97%
2 1 Y 33902.8 288672.2 11.74%
1 1 Y 34512.0 322511.4 10.70%
**********************************************************
框架柱、剪力墙风剪力百分比
**********************************************************
层号 塔号 柱剪力 墙剪力 其它 总剪力 柱剪力百分比 墙剪力百分比
29 1 X 161.0 138.2 0.0 299.2 53.80% 46.20%
28 1 X 281.2 306.7 0.0 587.9 47.83% 52.17%
27 1 X 217.2 577.5 0.0 794.7 27.33% 72.67%
26 1 X 227.8 768.5 0.0 996.3 22.86% 77.14%
25 1 X 254.9 938.0 0.0 1192.9 21.37% 78.63%
24 1 X 285.9 1098.5 0.0 1384.5 20.65% 79.35%
23 1 X 318.4 1252.6 0.0 1571.0 20.27% 79.73%
22 1 X 351.1 1401.4 0.0 1752.6 20.04% 79.96%
21 1 X 383.6 1545.5 0.0 1929.1 19.89% 80.11%
20 1 X 415.4 1685.2 0.0 2100.6 19.78% 80.22%
19 1 X 446.2 1820.9 0.0 2267.1 19.68% 80.32%
18 1 X 476.3 1952.1 0.0 2428.4 19.61% 80.39%
17 1 X 499.7 2085.0 0.0 2584.6 19.33% 80.67%
16 1 X 539.8 2195.9 0.0 2735.7 19.73% 80.27%
15 1 X 561.8 2319.7 0.0 2881.5 19.50% 80.50%
14 1 X 587.4 2434.6 0.0 3022.0 19.44% 80.56%
13 1 X 611.6 2545.4 0.0 3157.1 19.37% 80.63%
12 1 X 634.8 2651.8 0.0 3286.6 19.32% 80.68%
11 1 X 656.4 2754.1 0.0 3410.5 19.25% 80.75%
10 1 X 676.6 2851.9 0.0 3528.6 19.18% 80.82%
9 1 X 689.1 2951.6 0.0 3640.6 18.93% 81.07%
8 1 X 716.6 3029.9 0.0 3746.5 19.13% 80.87%
7 1 X 724.8 3121.1 0.0 3845.9 18.85% 81.15%
6 1 X 733.2 3205.3 0.0 3938.5 18.62% 81.38%
5 1 X 735.6 3288.3 0.0 4023.9 18.28% 81.72%
4 1 X 729.3 3372.2 0.0 4101.5 17.78% 82.22%
3 1 X 709.8 3466.1 0.0 4175.9 17.00% 83.00%
2 1 X 690.1 3556.8 0.0 4246.9 16.25% 83.75%
1 1 X 272.9 4108.5 0.0 4381.4 6.23% 93.77%
29 1 Y 232.3 189.2 0.0 421.5 55.11% 44.89%
28 1 Y 393.8 434.6 0.0 828.4 47.54% 52.46%
27 1 Y 22.4 1067.6 0.0 1090.1 2.06% 97.94%
26 1 Y 121.1 1224.2 0.0 1345.3 9.00% 91.00%
25 1 Y 136.7 1457.5 0.0 1594.2 8.58% 91.42%
24 1 Y 168.5 1668.3 0.0 1836.8 9.17% 90.83%
23 1 Y 199.3 1873.8 0.0 2073.1 9.61% 90.39%
22 1 Y 230.7 2072.3 0.0 2303.1 10.02% 89.98%
21 1 Y 262.2 2264.5 0.0 2526.7 10.38% 89.62%
20 1 Y 293.2 2450.8 0.0 2744.0 10.68% 89.32%
19 1 Y 323.4 2631.5 0.0 2955.0 10.95% 89.05%
18 1 Y 352.9 2806.6 0.0 3159.5 11.17% 88.83%
17 1 Y 378.3 2979.3 0.0 3357.6 11.27% 88.73%
16 1 Y 418.0 3131.1 0.0 3549.1 11.78% 88.22%
15 1 Y 441.6 3292.4 0.0 3734.0 11.83% 88.17%
14 1 Y 467.3 3444.9 0.0 3912.2 11.94% 88.06%
13 1 Y 492.0 3591.6 0.0 4083.6 12.05% 87.95%
12 1 Y 515.5 3732.4 0.0 4248.0 12.14% 87.86%
11 1 Y 537.2 3868.0 0.0 4405.2 12.19% 87.81%
10 1 Y 556.4 3998.7 0.0 4555.1 12.21% 87.79%
9 1 Y 568.9 4128.5 0.0 4697.4 12.11% 87.89%
8 1 Y 595.0 4236.9 0.0 4831.9 12.31% 87.69%
7 1 Y 598.6 4359.6 0.0 4958.2 12.07% 87.93%
6 1 Y 597.4 4478.4 0.0 5075.8 11.77% 88.23%
5 1 Y 585.6 4598.7 0.0 5184.3 11.30% 88.70%
4 1 Y 557.6 4725.5 0.0 5283.0 10.55% 89.45%
3 1 Y 508.3 4869.4 0.0 5377.8 9.45% 90.55%
2 1 Y 433.8 5034.5 0.0 5468.2 7.93% 92.07%
1 1 Y 101.5 5538.3 0.0 5639.9 1.80% 98.20%
**********************************************************
风荷载外力、层剪力、倾覆弯矩统计
**********************************************************
层号 塔号 层外力F 层剪力V 倾覆弯矩M
+WX
29 1 299.2 299.2 1346.4
28 1 288.7 587.9 3992.2
27 1 206.7 794.7 6376.1
26 1 201.6 996.3 9365.0
25 1 196.6 1192.9 12943.7
24 1 191.6 1384.5 17097.1
23 1 186.6 1571.0 21810.3
22 1 181.5 1752.6 27068.0
21 1 176.5 1929.1 32855.4
20 1 171.5 2100.6 39157.2
19 1 166.4 2267.1 45958.4
18 1 161.4 2428.4 53243.6
17 1 156.2 2584.6 60997.6
16 1 151.0 2735.7 69204.7
15 1 145.8 2881.5 77849.2
14 1 140.5 3022.0 86915.1
13 1 135.1 3157.0 96386.3
12 1 129.5 3286.6 106246.0
11 1 123.9 3410.5 116477.5
10 1 118.1 3528.6 127063.1
9 1 112.1 3640.6 137985.0
8 1 105.9 3746.5 149224.6
7 1 99.4 3845.9 160762.3
6 1 92.6 3938.5 172577.8
5 1 85.4 4023.9 184649.3
4 1 77.6 4101.5 196953.8
3 1 74.4 4175.9 209481.4
2 1 71.0 4246.9 222222.0
1 1 134.5 4381.4 248510.1
-WX
29 1 -299.2 -299.2 -1346.4
28 1 -288.7 -587.9 -3992.2
27 1 -206.7 -794.7 -6376.1
26 1 -201.6 -996.3 -9365.0
25 1 -196.6 -1192.9 -12943.7
24 1 -191.6 -1384.5 -17097.1
23 1 -186.6 -1571.0 -21810.3
22 1 -181.5 -1752.6 -27068.0
21 1 -176.5 -1929.1 -32855.4
20 1 -171.5 -2100.6 -39157.2
19 1 -166.4 -2267.1 -45958.4
18 1 -161.4 -2428.4 -53243.6
17 1 -156.2 -2584.6 -60997.6
16 1 -151.0 -2735.7 -69204.7
15 1 -145.8 -2881.5 -77849.2
14 1 -140.5 -3022.0 -86915.1
13 1 -135.1 -3157.0 -96386.3
12 1 -129.5 -3286.6 -106246.0
11 1 -123.9 -3410.5 -116477.5
10 1 -118.1 -3528.6 -127063.1
9 1 -112.1 -3640.6 -137985.0
8 1 -105.9 -3746.5 -149224.6
7 1 -99.4 -3845.9 -160762.3
6 1 -92.6 -3938.5 -172577.8
5 1 -85.4 -4023.9 -184649.3
4 1 -77.6 -4101.5 -196953.8
3 1 -74.4 -4175.9 -209481.4
2 1 -71.0 -4246.9 -222222.0
1 1 -134.5 -4381.4 -248510.1
+WY
29 1 421.5 421.5 1896.9
28 1 406.9 828.4 5624.9
27 1 261.6 1090.1 8895.1
26 1 255.3 1345.3 12931.0
25 1 248.9 1594.2 17713.7
24 1 242.6 1836.8 23224.1
23 1 236.3 2073.1 29443.4
22 1 230.0 2303.1 36352.6
21 1 223.6 2526.7 43932.7
20 1 217.3 2744.0 52164.8
19 1 210.9 2955.0 61029.7
18 1 204.5 3159.5 70508.1
17 1 198.1 3357.6 80580.8
16 1 191.5 3549.1 91228.1
15 1 184.9 3734.0 102430.1
14 1 178.2 3912.2 114166.8
13 1 171.4 4083.6 126417.5
12 1 164.4 4248.0 139161.4
11 1 157.2 4405.2 152377.0
10 1 149.9 4555.1 166042.3
9 1 142.3 4697.4 180134.6
8 1 134.5 4831.9 194630.3
7 1 126.3 4958.2 209504.8
6 1 117.7 5075.8 224732.2
5 1 108.5 5184.3 240285.3
4 1 98.7 5283.0 256134.4
3 1 94.7 5377.8 272267.7
2 1 90.5 5468.2 288672.3
1 1 171.6 5639.9 322511.6
-WY
29 1 -421.5 -421.5 -1896.9
28 1 -406.9 -828.4 -5624.9
27 1 -261.6 -1090.1 -8895.1
26 1 -255.3 -1345.3 -12931.0
25 1 -248.9 -1594.2 -17713.7
24 1 -242.6 -1836.8 -23224.1
23 1 -236.3 -2073.1 -29443.4
22 1 -230.0 -2303.1 -36352.6
21 1 -223.6 -2526.7 -43932.7
20 1 -217.3 -2744.0 -52164.8
19 1 -210.9 -2955.0 -61029.7
18 1 -204.5 -3159.5 -70508.1
17 1 -198.1 -3357.6 -80580.8
16 1 -191.5 -3549.1 -91228.1
15 1 -184.9 -3734.0 -102430.1
14 1 -178.2 -3912.2 -114166.8
13 1 -171.4 -4083.6 -126417.5
12 1 -164.4 -4248.0 -139161.4
11 1 -157.2 -4405.2 -152377.0
10 1 -149.9 -4555.1 -166042.3
9 1 -142.3 -4697.4 -180134.6
8 1 -134.5 -4831.9 -194630.3
7 1 -126.3 -4958.2 -209504.8
6 1 -117.7 -5075.8 -224732.2
5 1 -108.5 -5184.3 -240285.3
4 1 -98.7 -5283.0 -256134.4
3 1 -94.7 -5377.8 -272267.7
2 1 -90.5 -5468.2 -288672.3
1 1 -171.6 -5639.9 -322511.6
**********************************************************
地震外力、层剪力、倾覆弯矩统计
**********************************************************
层号 塔号 层外力F 层剪力V 倾覆弯矩M
EX
29 1 131.9 148.7 669.3
28 1 98.8 257.9 1827.1
27 1 344.7 623.4 3633.1
26 1 267.3 908.3 6282.6
25 1 238.5 1151.9 9650.4
24 1 220.7 1358.8 13614.3
23 1 214.1 1536.6 18070.9
22 1 213.9 1693.2 22940.1
21 1 215.5 1834.5 28163.4
20 1 218.3 1964.8 33699.7
19 1 222.4 2087.5 39521.1
18 1 225.9 2205.3 45610.2
17 1 226.5 2319.4 51957.6
16 1 224.7 2429.4 58557.6
15 1 224.2 2534.7 65405.5
14 1 226.4 2635.8 72496.0
13 1 228.6 2733.4 79823.7
12 1 228.5 2827.6 87383.2
11 1 227.8 2917.7 95168.5
10 1 230.3 3003.6 103172.6
9 1 235.8 3086.5 111387.9
8 1 240.3 3168.1 119807.7
7 1 241.4 3249.0 128427.2
6 1 242.7 3328.9 137242.3
5 1 247.4 3408.3 146250.2
4 1 250.7 3488.5 155449.1
3 1 239.3 3567.9 164838.8
2 1 202.2 3639.0 174417.2
1 1 189.9 3710.9 194100.7
EY
29 1 177.5 181.9 818.6
28 1 136.5 320.4 2259.0
27 1 434.0 745.0 4443.5
26 1 320.3 1053.5 7534.1
25 1 276.8 1300.1 11335.2
24 1 255.3 1497.0 15678.4
23 1 250.6 1657.6 20433.0
22 1 253.8 1793.6 25505.2
21 1 258.8 1913.5 30831.6
20 1 263.7 2022.9 36371.8
19 1 268.2 2125.8 42102.2
18 1 271.4 2224.8 48011.3
17 1 272.5 2321.1 54095.6
16 1 271.7 2414.8 60356.2
15 1 271.0 2505.6 66795.7
14 1 272.4 2593.9 73416.1
13 1 275.9 2680.4 80219.5
12 1 279.8 2766.7 87208.5
11 1 282.3 2853.7 94387.7
10 1 283.7 2941.5 101762.6
9 1 286.2 3030.6 109339.8
8 1 291.4 3121.8 117127.0
7 1 297.1 3217.2 125133.9
6 1 297.6 3317.3 133372.4
5 1 285.5 3419.9 141855.9
4 1 255.5 3518.3 150595.2
3 1 206.9 3602.5 159592.4
2 1 144.6 3663.4 168836.0
1 1 110.6 3710.9 187964.2
EXMAX
29 1 131.6 148.4 667.6
28 1 98.8 257.5 1823.6
27 1 344.8 623.4 3630.6
26 1 267.4 908.5 6281.9
25 1 238.7 1152.3 9651.9
24 1 220.8 1359.5 13618.7
23 1 214.1 1537.6 18078.9
22 1 213.9 1694.4 22952.5
21 1 215.6 1835.9 28181.0
20 1 218.5 1966.4 33723.3
19 1 222.6 2089.5 39551.6
18 1 226.0 2207.8 45648.8
17 1 226.3 2322.2 52005.5
16 1 224.6 2432.5 58616.0
15 1 224.1 2538.1 65475.6
14 1 226.2 2639.3 72578.7
13 1 228.4 2737.0 79919.9
12 1 228.4 2831.3 87493.4
11 1 227.8 2921.5 95293.3
10 1 230.3 3007.6 103312.4
9 1 235.7 3090.7 111543.1
8 1 240.0 3172.4 119978.7
7 1 241.0 3253.3 128614.1
6 1 242.3 3333.1 137445.4
5 1 247.2 3412.5 146469.4
4 1 250.4 3492.5 155684.3
3 1 239.0 3571.8 165089.7
2 1 201.7 3642.7 174683.4
1 1 189.3 3714.3 194395.7
EYMAX
29 1 177.5 182.0 819.0
28 1 136.2 320.3 2258.9
27 1 432.8 743.6 4438.9
26 1 319.3 1051.2 7521.8
25 1 276.0 1296.9 11312.4
24 1 254.6 1493.0 15642.9
23 1 249.8 1652.9 20382.9
22 1 252.9 1788.2 25438.6
21 1 258.1 1907.3 30746.6
20 1 263.1 2016.1 36266.5
19 1 267.6 2118.5 41974.9
18 1 270.7 2217.1 47860.5
17 1 271.7 2313.0 53920.2
16 1 270.8 2406.3 60155.0
15 1 270.2 2496.8 66567.7
14 1 271.7 2584.6 73160.3
13 1 275.2 2670.9 79935.0
12 1 279.0 2756.8 86894.7
11 1 281.4 2843.4 94043.7
10 1 282.9 2930.9 101387.7
9 1 285.6 3019.6 108933.2
8 1 290.8 3110.5 116687.9
7 1 296.6 3205.6 124661.5
6 1 297.2 3305.6 132866.1
5 1 285.3 3408.1 141315.1
4 1 255.6 3506.4 150019.5
3 1 207.2 3590.8 158981.5
2 1 145.1 3651.8 168189.9
1 1 111.2 3699.6 187248.3
**********************************************************
0.2V0调整系数
**********************************************************