e-04yjk小震倾覆弯矩及0.2v0调整wv02q

1、*各层各塔的规定水平力*层号 1413121110987654321塔号 11111111111111X 向(KN) 278.82928.71566.21361.71002.7832.0676.9530.8380.2709.7289.10.00.00.0Y 向(KN) 188.82662.81456.21280.2954.1786.0627.6483.2338.4691.6272.90.00.00.0*规定水平力下框架柱、短肢墙倾覆弯矩*层号 1413121110987654321塔号 11111111111111框架柱 401.55037.18600.811746.715232.018609

2、.421892.625094.330765.535510.043823.342106.642601.742506.9短肢墙0.096.2207.7315.4454.9601.1759.6917.01102.71117.41351.11051.6956.8909.1普通墙 685.810231.628038.052393.780890.4113232.2148702.0186642.9223796.9238976.8262948.5220943.8212963.1211178.3斜撑 0.00.00.00.00.00.00.00.00.026265.541252.141252.141252.14

3、1252.1合计 1087.315364.936846.664455.996577.3132442.7171354.2212654.3255665.1301869.6349375.1305354.1297773.8295846.5X X X X X X X X X X X X X X141312111098765432111111111111111Y Y Y Y Y Y Y Y Y Y Y Y Y Y239.93416.67276.311116.315602.620360.725439.130343.536212.441332.148682.447001.747358.247238.40.03

4、6.2133.1208.5312.6427.7553.4684.3836.0867.11028.2870.5896.1882.5496.310042.825471.146701.771550.599653.5130249.8163189.3196666.3210236.7237441.8201717.8201085.3202286.70.00.00.00.00.00.00.00.00.023888.533009.933009.933009.933009.9736.213495.632880.658026.587465.8120441.9156242.3194217.1233714.727632

5、4.4320162.2282599.9282349.5283417.4*规定水平力下框架柱、短肢墙倾覆弯矩百分比*层号 1413121110987654塔号 11111111111框架柱 36.932.823.318.215.814.112.811.812.011.812.5短肢墙0.00.60.60.50.50.50.40.40.40.40.4X X X X X X X X X X X141312111098765411111111111Y Y Y Y Y Y Y Y Y Y Y32.625.322.119.217.816.916.315.615.515.015.20.00.30.40.40

6、.40.40.40.40.40.30.3层号百分比140.00%130.00%120.00%110.00%100.00%90.00%80.00%70.00%60.00%50.00%40.00%塔号X墙X 弯矩Y 墙X 弯矩边缘构件X 弯矩X 总弯矩X 墙X 弯矩百分比Y 墙X 弯矩边缘构件X 弯矩百分比1231.0454.80.01087.321.25%41.83%17765.62466.10.015364.950.54%16.05%122487.35550.70.036846.661.03%15.06%142654.89738.90.064455.966.18%15.11%166505.51

7、4384.90.096577.368.86%14.89%193811.219421.00.0132442.770.83%14.66%1123878.724823.30.0171354.272.29%14.49%1155846.730796.20.0212654.373.29%14.48%1186819.636977.30.0255665.173.07%14.46%1199476.039500.90.0301869.666.08%13.09%1218243.844704.60.0349375.162.47%12.80%层号百分比140.00%130.00%120.00%塔号X墙Y 弯矩Y 墙Y

8、弯矩边缘构件Y 弯矩Y 总弯矩X 墙Y 弯矩百分比Y 墙Y 弯矩边缘构件Y 弯矩百分比165.2431.10.0736.28.86%58.56%1357.59685.40.013495.62.65%71.77%11656.123815.10.032880.65.04%72.43%110.00%100.00%90.00%80.00%70.00%60.00%50.00%40.00%13632.043069.70.058026.56.26%74.22%16022.965527.60.087465.86.89%74.92%18738.690914.90.0120441.97.26%75.48%1117

9、54.9118494.90.0156242.37.52%75.84%114899.8148289.50.0194217.17.67%76.35%118406.3178260.00.0233714.77.88%76.27%120460.4189776.30.0276324.47.40%68.68%123353.7214088.10.0320162.27.29%66.87%*规定水平力下框架柱、短肢墙倾覆弯矩（轴力方式）*层号 1413121110987654321塔号 11111111111111框架柱 519.58632.516183.424154.333080.442394.152004.2

10、62198.376203.4116812.7121889.9141307.2142161.6121560.8短肢墙0.0125.9170.1204.6236.4251.6265.6272.7311.8488.6470.6706.31091.21234.2普通墙 567.76743.020882.740492.863656.590192.6119479.6150581.6179550.9185716.8209004.0163738.3154516.5173157.9斜撑 0.00.00.00.00.00.00.00.00.0-757.818397.60.00.00.0合计 1087.315501

11、.437236.164851.696973.4132838.3171749.4213052.6256066.1302260.3349762.1305751.7297769.3295952.9X X X X X X X X X X X X X X141312111098765432111111111111111Y Y Y Y Y Y Y Y Y Y Y Y Y Y167.26095.013671.022354.632459.343421.355096.266976.279928.198158.3117113.8135737.6136404.3122566.20.0-58.1-56.0-101.2

12、-139.7-178.6-228.9-279.1-313.4-1339.6-802.8-1271.3-1340.4-1317.2569.47487.619488.236001.055377.077427.2101599.1127741.4154313.7162668.9186434.8148356.7145385.3161184.40.00.00.00.00.00.00.00.00.017049.217575.30.00.00.0736.513524.533103.258254.487696.6120669.9156466.5194438.4233928.3276536.8320321.128

13、2823.0280449.2282433.5*规定水平力下框架柱、短肢墙倾覆弯矩百分比（轴力方式）*层号 1413塔号 11框架柱 47.855.7短肢墙0.00.8X X121110987654111111111X X X X X X X X X43.537.234.131.930.329.229.838.634.80.50.30.20.20.20.10.10.20.1141312111098765411111111111Y Y Y Y Y Y Y Y Y Y Y22.745.141.338.437.036.035.234.434.235.536.60.00.40.20.20.20.10.1

14、0.10.10.50.3*框架柱剪力百分比*层号 1413121110987654321塔号 11111111111111柱剪力 100.3996.7779.2690.2767.7746.8728.6713.31242.01051.21834.0263.2121.824.0墙剪力 179.22193.54005.25448.46371.77223.77918.88464.98319.39223.58727.76210.71970.3475.9总剪力 278.83207.54773.76135.47138.17970.18647.09177.89558.010267.710556.810556.

15、810556.810556.8柱剪力百分比 35.98%31.07%16.32%11.25%10.76%9.37%8.43%7.77%12.99%10.24%17.37%2.49%1.15%0.23%柱剪力与分段基底剪力百分比 0.00%9.44%7.38%6.54%7.27%7.07%6.90%6.76%11.77%9.96%17.37%2.49%1.15%0.23%X X X X X X X X X X X X X X141312111098765432111111111111111Y Y Y Y Y Y Y Y Y Y Y Y Y Y58.8690.9850.6854.51002.410

16、65.21143.21096.71299.81138.11788.8278.995.131.2135.62154.43463.04737.65541.66263.96814.27342.67479.68335.17968.15322.5144.4323.9188.82851.54307.85588.06542.17328.07955.68438.98777.29468.89741.79741.79741.79741.731.14%24.23%19.75%15.29%15.32%14.54%14.37%13.00%14.81%12.02%18.36%2.86%0.98%0.32%0.00%7.0

17、9%8.73%8.77%10.29%10.93%11.73%11.26%13.34%11.68%18.36%2.86%0.98%0.32%层号百分比塔号X墙X 剪力Y 墙X 剪力边缘构件X 剪力X 总剪力X 墙X 剪力百分比Y 墙X 剪力边缘构件X 剪力百分比140.00%130.00%120.00%110.00%100.00%90.00%80.00%70.00%60.00%50.00%40.00%30.00%20.00%10.00%164.2116.50.0278.823.03%41.79%11767.8443.20.03207.555.12%13.82%13338.0672.40.0477

18、3.769.92%14.08%14530.7919.80.06135.473.85%14.99%15349.61022.70.07138.174.94%14.33%16114.81109.70.07970.176.72%13.92%16731.01189.70.08647.077.84%13.76%17154.91313.30.09177.877.96%14.31%16965.51358.70.09558.072.88%14.22%13117.6563.50.010267.730.36%5.49%14407.81141.70.010556.841.75%10.81%16274.779.70.0

19、10556.859.44%0.76%12092.8132.20.010556.819.82%1.25%1878.6412.90.010556.88.32%3.91%层号百分比140.00%130.00%120.00%110.00%100.00%90.00%80.00%70.00%60.00%50.00%40.00%30.00%20.00%10.00%塔号X墙Y 剪力Y 墙Y 剪力边缘构件Y 剪力Y 总剪力X 墙Y 剪力百分比Y 墙Y 剪力边缘构件Y 剪力百分比119.2121.00.0188.810.19%64.09%174.22096.70.02851.52.60%73.53%1256.93

20、229.80.04307.85.96%74.98%1383.14384.10.05588.06.86%78.46%1463.85114.50.06542.17.09%78.18%1527.55781.10.07328.07.20%78.89%1585.76279.90.07955.67.36%78.94%1606.56799.70.08438.97.19%80.58%1683.96844.20.08777.27.79%77.98%1567.22629.20.09468.85.99%27.77%1597.25772.90.09741.76.13%59.26%1260.15065.70.09741

21、.72.67%52.00%156.5188.60.09741.70.58%1.94%161.1264.60.09741.70.63%2.72%*框架柱风倾覆弯矩百分比*层号 1413121110987654321塔号 11111111111111柱弯矩 145.61058.11776.22417.03144.03868.94591.65311.56636.27824.210156.89674.59809.09783.8总弯矩 493.02905.97108.912961.720354.129172.439290.950574.162866.476500.691382.178647.075962

22、.175213.9柱弯矩百分比 29.54%36.41%24.99%18.65%15.45%13.26%11.69%10.50%10.56%10.23%11.11%12.30%12.91%13.01%X X X X X X X X X X X X X X141312111098765432111111111111111Y Y Y Y Y Y Y Y Y Y Y Y Y Y63.4588.41298.02004.02855.13780.14795.75800.47056.68197.110170.39731.39825.29798.5406.22460.16038.911027.117310.9

23、24751.133192.542479.052475.163607.575780.466251.565855.166008.315.61%23.92%21.49%18.17%16.49%15.27%14.45%13.65%13.45%12.89%13.42%14.69%14.92%14.84%*框架柱、剪力墙风剪力百分比*层号 1413121110987654321塔号 11111111111111柱剪力 37.3202.8159.6142.4161.6161.1160.6160.0294.4264.0518.3-73.134.1-6.5墙剪力 89.1333.4774.41158.21481

24、.21798.52087.92347.42437.21324.81904.7-1856.5-713.8-185.4总剪力 126.4536.2934.01300.61642.81959.62248.52507.42731.63029.83307.0-1929.6-679.7-191.8柱剪力百分比 29.54%37.81%17.09%10.95%9.83%8.22%7.14%6.38%10.78%8.71%15.67%3.79%5.01%3.36%墙剪力百分比 70.46%62.19%82.91%89.05%90.17%91.78%92.86%93.62%89.22%43.73%57.60%9

25、6.21%105.01%96.64%X X X X X X X X X X X X X X141312111Y Y Y16.3116.7157.787.9339.8637.6104.2456.4795.315.61%25.56%19.83%84.39%74.44%80.17%111098765432111111111111Y Y Y Y Y Y Y Y Y Y Y156.9189.1205.6225.7223.3279.2253.4438.5-66.523.8-6.8951.61207.31447.81650.21840.41942.21041.41848.4-1377.3-124.146.1

26、1108.51396.41653.41875.92063.72221.42473.82705.1-1443.8-100.339.314.15%13.54%12.43%12.03%10.82%12.57%10.24%16.21%4.61%23.68%17.44%85.85%86.46%87.57%87.97%89.18%87.43%42.10%68.33%95.39%123.68%117.44%*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 141312111098765432111111111111111126.4415.4392.2366.6342.1316.9

27、288.9258.9224.2298.2277.20.00.00.0126.4541.8934.01300.61642.81959.62248.52507.42731.63029.83307.03307.03307.03307.0493.02931.27134.112987.020379.429197.739316.150599.362891.676525.991407.4113233.6126296.3139193.6-WX 141312111098765432111111111111111-126.4-415.4-392.2-366.6-342.1-316.9-288.9-258.9-22

28、4.2-298.2-277.20.00.00.0-126.4-541.8-934.0-1300.6-1642.8-1959.6-2248.5-2507.4-2731.6-3029.8-3307.0-3307.0-3307.0-3307.0-493.0-2931.2-7134.1-12987.0-20379.4-29197.7-39316.1-50599.3-62891.6-76525.9-91407.4-113233.6-126296.3-139193.6+WY 141312111098711111111104.2355.6335.5313.2287.9257.0222.5187.8104.2

29、459.7795.31108.51396.41653.41875.92063.7406.22475.06053.911042.017325.824766.033207.442493.9654321111111157.7252.5231.20.00.00.02221.42473.82705.12705.12705.12705.152490.063622.475795.393648.9104334.0114883.9-WY 141312111098765432111111111111111-104.2-355.6-335.5-313.2-287.9-257.0-222.5-187.8-157.7-

30、252.5-231.20.00.00.0-104.2-459.7-795.3-1108.5-1396.4-1653.4-1875.9-2063.7-2221.4-2473.8-2705.1-2705.1-2705.1-2705.1-406.2-2475.0-6053.9-11042.0-17325.8-24766.0-33207.4-42493.9-52490.0-63622.4-75795.3-93648.9-104334.0-114883.9*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MEX 141312111098765432111111111111111278.829

31、95.21634.91526.51210.81113.51003.5878.5723.01597.6707.40.00.00.0278.83207.54773.76135.47138.17970.18647.09177.89558.010267.710556.810556.810556.810556.81087.315296.936696.564052.695748.8130968.7169001.9209226.3251048.0295084.0340404.4407775.1448432.4488747.3EY 14131211109876543111111111111188.82677.

32、61500.51410.01133.81027.8919.5801.3647.91514.6601.60.0188.82851.54307.85588.06542.17328.07955.68438.98777.29468.89741.79741.7736.213516.732844.357790.886873.1119301.7154360.3191423.9229916.0270578.0312427.4374630.221110.00.09741.79741.7412164.9449381.3EXMAX 141312111098765432111111111111111187.02698

33、.81510.81412.51130.51023.0915.9798.7647.61578.2666.60.00.00.0187.02874.44345.95639.96601.27392.68025.08513.68858.09581.89872.19872.19872.19872.1729.213624.933132.658333.487709.5120459.2155859.8193284.0232156.1273233.7315552.0378493.1416488.4454169.0EXM30141312111098765432111111111111111249.52889.815

34、66.61486.31203.61108.0991.6870.5733.11637.9648.70.00.00.0249.53091.84581.25866.96824.87625.98276.68781.89139.99811.910089.910089.910089.910089.9973.214725.335253.161353.391551.6125113.4161380.5199752.2239646.6281648.4324885.6389194.2428016.3466518.0EXM60141312111098765432111111111111111194.42683.914

35、88.41423.81151.11033.7906.0786.0662.81486.7570.80.00.00.0194.42863.84289.45542.66488.97275.37900.68373.38698.79318.69565.69565.69565.69565.6758.113595.632824.057502.686260.2118375.5153152.6189944.5228141.6268386.4309709.4371025.5407987.4444617.0EYMAX 1413121110981111111268.52960.91602.91509.71216.11

36、126.21015.7268.53169.84696.06011.36984.37796.58459.71047.115109.736153.162911.693841.7128177.2165251.876543211111111893.2744.41654.0675.20.00.00.08979.79351.610048.510336.610336.610336.610336.6204471.1245259.6288206.5332440.8398258.8438001.9477421.9EYM 30141312111098765432111111111111111187.52708.61

37、516.61419.01129.21013.3900.0782.1640.81578.8695.80.00.00.0187.52886.64364.15668.26638.67437.68074.18563.38907.29626.39916.39916.39916.39916.3731.413688.433280.758614.588173.3121156.6156829.5194546.5233715.0275081.3317672.1380981.3419185.2457065.9EYM60141312111098765432111111111111111229.82826.71575.

38、71474.31154.01025.3899.4775.4644.71509.4726.30.00.00.0229.83021.84548.55903.06910.37740.58401.78907.29261.99949.610226.010226.010226.010226.0896.014376.134786.961163.391948.6126325.9163530.1202876.4243730.4286770.3330982.0396569.4436100.5475273.4* 0.2V0 调整系数*层号：1塔号：10.20Vox =2111.350.20Voy =1948.351

39、.50Vxmax =2750.931.50Vymax =2683.25Coef_x(Col)5.000Coef_y(Col)5.000Vx(Col) 23.989Vy(Col) 31.204层号：2塔号：10.20Vox =2111.350.20Voy =1948.351.50Vxmax =2750.931.50Vymax =2683.25Coef_x(Col)5.000Coef_y(Col)5.000Vx(Col) 121.848Vy(Col) 95.145层号：3塔号：10.20Vox =2111.350.20Voy =1948.351.50Vxmax 1.50Vymax=2750.93=2683.25Coef_x(Col)5.000Coef_y(Col)5.000Vx(Col) 263.213Vy(Col) 278.877层号：4塔号：10.20Vox =2111.350.20Voy =1948.351.50Vxmax 1.50Vymax=2750.93=2683.