区正式施工图1115-刻盘02结构计算书型

1、|附件三258561.020.871/2946.4.4%0.80/3012503940.7031.673000.|公司名称:|250391.070.911/2798.4.6%0.80|2912421239.7330.833000.|SATWE 位移输出文件|242121.130.951/2652.4.5%0.91|文件 名称: WDISP.OUT2812339438.7029.963000.|233941.190.991/2518.4.2%0.91| 工程名称:设计人:|2712256637.6329.053000.| 工程代号:校核人:日期:2013/ 9/ 9 |225661.251.03

2、1/2400.3.8%0.91/2612174836.5028.103000.217481.311.071/2296.3.4%0.902512092035.3127.123000.209201.361.111/2206.3.1%0.89所有位移的单位为毫米2412010234.0726.103000.201021.411.141/2127.2.8%0.89Floor: 层号2311927432.7725.053000.Tower: 塔号192741.461.171/2058.2.5%0.88Jmax: 最大位移对应的节点号2211845631.4323.963000.JmaxD: 最大层间位移

3、对应的节点号184561.501.201/1998.2.2%0.88Max-(Z) : 节点的最大竖向位移2111762830.0322.843000.h: 层高176281.541.231/1946.1.7%0.87Max-(X)，Max-(Y): X,Y 方向的节点最大位移2011681028.5821.703000.Ave-(X)，Ave-(Y): X,Y 方向的层平均位移168101.571.251/1906.1.5%0.87Max-Dx ，Max-Dy: X,Y 方向的最大层间位移1911598227.1020.523000.Ave-Dx ，Ave-Dy: X,Y 方向的平均层间位移

4、159821.611.271/1869.1.3%0.86Ratio-(X),Ratio-(Y): 最大位移与层平均位移的比值1811516425.5719.333000.Ratio-Dx,Ratio-Dy: 最大层间位移与平均层间位移的比值151641.631.281/1837.1.0%0.86Max-Dx/h，Max-Dy/h : X,Y 方向的最大层间位移角1711433624.0218.113000.DxR/Dx,DyR/Dy: X,Y 方向的有害位移角占总位移角的百分比例143361.661.301/1811.0.6%0.85Ratio_AX,Ratio_AY: 本层位移角与上层位移角

5、的 1.3 倍及上三层平均位移角的 1.2 倍的比值的大者1611351822.4316.883000.X-Disp，Y-Disp，Z-Disp:节点 X,Y,Z 方向的位移135181.671.301/1794.0.4%0.851511269020.8115.643000.126901.691.311/1779.0.1%0.84= 工况1 = X 方向地震作用下的楼层最大位移1411187219.1814.383000.118721.691.311/1770.0.3%0.84FloorTowerJmaxMax-(X)Ave-(X)h1311104417.5313.123000.JmaxDMa

6、x-DxAve-DxMax-Dx/hDxR/DxRatio_AX110441.701.311/1768.0.8%0.833312675338.7836.185400.1211022615.8711.863000.267532.832.661/1905.42.9%1.00102261.691.301/1775.1.2%0.823212663842.5133.263000.111939814.2110.603000.266380.970.841/3089.4.0%0.4493981.681.291/1788.1.7%0.823112585641.6232.473000.101858012.569.

7、353000.85801.661.271/1810.2.4%0.812512092035.6830.153000.91775210.938.123000.209201.391.241/2164.2.8%0.8977521.621.241/1846.3.4%0.802412010234.4529.043000.8169349.326.913000.201021.431.281/2091.2.5%0.8969341.581.201/1901.4.3%0.792311927433.1627.903000.7161067.755.733000.192741.481.311/2027.2.2%0.886

8、1061.521.151/1975.5.8%0.772211845631.8226.713000.6152886.244.603000.184561.521.341/1970.1.9%0.8852881.441.091/2081.7.9%0.752111762830.4225.493000.5144604.803.533000.176281.561.371/1921.1.5%0.8744601.341.001/2243.11.0%0.732011681028.9824.233000.4136423.462.543000.168101.591.391/1883.1.4%0.8636421.200

9、.891/2499.15.6%0.691911598227.5022.953000.3128172.261.653000.159821.621.411/1847.1.2%0.8628171.020.761/2931.24.5%0.651811516425.9821.633000.2119951.240.903000.151641.651.431/1816.0.9%0.8619950.780.571/3844.51.8%0.581711433624.4320.303000.1111720.460.333600.143361.681.451/1791.0.5%0.8511720.460.331/7

10、824.97.8%0.371611351822.8418.943000.135181.691.461/1773.0.3%0.85X 方向最大层间位移角:1/1768.(第13 层第1 塔)1511269021.2217.563000.126901.711.461/1758.0.1%0.84= 工况2 = X 双向地震作用下的楼层最大位移1411187219.5916.173000.118721.721.471/1748.0.3%0.84FloorTowerJmaxMax-(X)Ave-(X)h1311104417.9314.773000.JmaxDMax-DxAve-DxMax-Dx/hDxR

11、/DxRatio_AX110441.721.461/1745.0.7%0.833312675338.8936.675400.1211022616.2713.363000.267533.032.851/1781.43.2%1.00102261.711.451/1751.1.0%0.833212663842.8336.733000.111939814.6011.963000.266381.000.941/2997.3.8%0.4493981.701.441/1761.1.5%0.823112585641.9535.903000.101858012.9310.573000.258561.050.98

12、1/2858.4.1%0.8085801.691.421/1780.2.1%0.813012503941.0335.043000.91775211.289.183000.250391.101.021/2717.4.3%0.8077521.661.391/1811.3.0%0.802912421240.0734.143000.8169349.647.833000.242121.161.061/2578.4.2%0.9169341.611.341/1860.3.8%0.792812339439.0533.213000.7161068.046.513000.233941.221.111/2452.3

13、.8%0.9161061.561.291/1925.5.1%0.782712256637.9832.233000.6152886.505.233000.225661.281.161/2343.3.5%0.9052881.481.221/2020.7.1%0.762612174836.8631.213000.5144605.024.023000.217481.341.201/2247.3.1%0.9044601.391.131/2166.10.0%0.734136423.642.893000.168101.681.241/1786.1.6%0.8736421.251.011/2399.14.3%

14、0.691911598229.1220.583000.3128172.391.893000.159821.711.261/1750.1.4%0.8628171.070.861/2796.22.8%0.651811516427.5019.383000.2119951.321.033000.151641.741.281/1720.1.0%0.8619950.820.651/3638.48.5%0.581711433625.8418.173000.1111720.490.383600.143361.771.301/1695.0.6%0.8511720.490.381/7326.92.0%0.3716

15、11351824.1416.943000.135181.791.301/1677.0.4%0.85X 方向最大层间位移角:1/1745.(第13 层第1 塔)1511269022.4215.703000.126901.801.311/1663.0.1%0.84= 工况3 = X+ 偶然偏心地震作用下的楼层最大位移1411187220.6714.453000.118721.811.311/1653.0.3%0.84FloorTowerJmaxMax-(X)Ave-(X)h1311104418.9113.193000.JmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX1

16、10441.821.311/1650.0.8%0.833312675340.3236.965400.1211022617.1311.933000.267532.872.681/1880.43.3%1.00102261.811.301/1655.1.2%0.833212663845.4533.203000.111939815.3510.673000.266381.020.831/2940.4.1%0.4493981.801.291/1666.1.7%0.823112585644.5132.433000.101858013.589.423000.258561.070.861/2797.4.5%0.

17、8085801.781.271/1685.2.4%0.813012503943.5431.633000.91775211.828.183000.250391.130.901/2650.4.8%0.8077521.751.241/1716.3.3%0.802912421242.5230.813000.81693410.096.973000.242121.200.941/2506.4.6%0.9169341.701.211/1764.4.3%0.792812339441.4429.943000.7161068.405.793000.233941.260.981/2376.4.3%0.9161061

18、.641.161/1830.5.8%0.772712256640.3129.053000.6152886.774.653000.225661.331.031/2261.4.0%0.9152881.561.101/1925.7.9%0.752612174839.1128.113000.5144605.223.573000.217481.391.071/2161.3.6%0.9044601.451.011/2070.11.0%0.732512092037.8527.143000.4136423.772.573000.209201.451.101/2074.3.2%0.9036421.300.911

19、/2301.15.6%0.692412010236.5426.133000.3128172.471.683000.201021.501.141/1998.2.9%0.8928171.110.771/2692.24.5%0.652311927435.1625.083000.2119951.350.913000.192741.551.171/1932.2.6%0.8819950.850.581/3522.52.0%0.582211845633.7324.003000.1111720.500.343600.184561.601.201/1874.2.2%0.8811720.500.341/7153.

20、98.0%0.372111762832.2422.893000.176281.641.221/1825.1.7%0.87X 方向最大层间位移角:1/1650.(第13 层第 1 塔)2011681030.7021.743000.= 工况4 = X- 偶然偏心地震作用下的楼层最大位移1411187217.7014.363000.118721.581.311/1904.0.4%0.84FloorTowerJmaxMax-(X)Ave-(X)h1311104416.1613.103000.JmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX110441.581.311/19

21、03.0.9%0.833312675337.2435.405400.1211022614.6211.843000.267532.802.651/1931.42.5%1.00102261.571.301/1913.1.2%0.823212663839.6033.373000.111939813.0810.583000.266380.920.851/3254.3.8%0.4493981.561.291/1929.1.7%0.823112585638.7532.583000.101858011.559.333000.258560.960.881/3110.4.2%0.8085801.531.271/

22、1955.2.5%0.813012503937.8731.763000.91775210.038.093000.248001.010.921/2962.4.4%0.8077521.501.241/1997.3.4%0.802912421236.9530.913000.8169348.556.883000.242121.070.961/2814.4.3%0.9169341.461.201/2059.4.3%0.792812339435.9830.033000.7161067.105.713000.233941.121.001/2678.4.0%0.9161061.401.151/2143.5.8

23、%0.772712256634.9729.113000.6152885.704.583000.225661.171.041/2557.3.7%0.9052881.331.081/2264.7.9%0.752612174833.9028.163000.5144604.383.513000.217481.221.081/2449.3.3%0.9044601.231.001/2445.11.0%0.722512092032.7827.173000.4136423.162.523000.209201.271.121/2356.3.0%0.8936421.100.891/2732.15.5%0.6824

24、12010231.6226.143000.3128172.061.633000.201021.321.151/2273.2.7%0.8928170.930.751/3213.24.4%0.652311927430.4025.083000.2119951.130.893000.192741.361.181/2202.2.4%0.8819950.710.561/4226.51.2%0.582211845629.1423.993000.1111720.420.323600.184561.401.211/2138.2.1%0.8811720.420.321/8624.96.9%0.3721117628

25、27.8322.863000.176281.441.231/2084.1.6%0.87X 方向最大层间位移角:1/1903.(第13 层第 1 塔)2011681026.4721.703000.168101.471.251/2042.1.5%0.86= 工况5 = Y 方向地震作用下的楼层最大位移1911598225.0820.533000.159821.501.271/2004.1.2%0.86FloorTowerJmaxMax-(Y)Ave-(Y)h1811516423.6619.333000.JmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY151641.52

26、1.291/1971.0.9%0.863312675342.4838.495400.1711433622.2118.113000.267531.441.391/3761.7.7%1.00143361.541.301/1945.0.5%0.853212633348.3236.553000.1611351820.7216.873000.263330.950.821/3171.5.6%0.83135181.561.311/1927.0.3%0.853112554347.4635.773000.1511269019.2215.623000.255431.020.871/2939.6.0%0.91126

27、901.571.311/1913.0.0%0.843012471946.5434.953000.247191.100.921/2721.6.1%0.9474381.931.401/1556.2.2%0.812912389845.5634.103000.81661511.698.233000.238981.190.971/2522.5.8%0.9466151.901.371/1581.3.0%0.802812307544.5133.203000.7157929.816.883000.230751.271.031/2354.5.2%0.9357921.851.331/1618.4.2%0.7927

28、12225243.3932.253000.6149697.965.573000.222521.351.081/2215.4.7%0.9349691.791.281/1677.6.3%0.782612142942.1931.253000.5141466.184.313000.214291.431.131/2099.4.1%0.9241461.691.201/1776.9.3%0.752512060640.9130.213000.4133234.503.123000.206061.501.181/2002.3.6%0.9133231.541.091/1944.14.3%0.712411978339

29、.5729.133000.3125022.952.043000.197831.561.221/1920.3.1%0.9025021.330.931/2250.23.8%0.662311896038.1628.003000.2116721.621.113000.189601.621.261/1850.2.8%0.8916721.020.711/2929.51.6%0.582211813736.6926.833000.118610.600.413600.181371.681.291/1789.2.3%0.888610.600.411/6024.97.1%0.362111731435.1525.63

30、3000.173141.731.321/1738.1.9%0.88Y 方向最大层间位移角:1/1537.(第12 层第 1 塔)2011649133.5524.403000.164911.771.351/1698.1.6%0.87= 工况6 = Y 双向地震作用下的楼层最大位移1911566831.9123.133000.156681.811.371/1661.1.4%0.86FloorTowerJmaxMax-(Y)Ave-(Y)h1811484530.2221.853000.JmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY148451.841.391/1630

31、.1.1%0.863312675342.6839.185400.1711402228.4920.533000.267851.491.481/3634.7.4%1.00140221.871.411/1603.0.8%0.863212633349.0840.423000.1611319926.7119.203000.263330.960.921/3126.5.3%0.83131991.901.421/1583.0.6%0.853112554348.2339.593000.1511237624.9117.853000.255431.030.981/2899.5.6%0.91123761.921.43

32、1/1564.0.4%0.853012471947.3238.723000.1411155323.0716.493000.247191.121.031/2685.5.6%0.94115531.941.431/1550.0.0%0.842912389846.3537.803000.1311073021.2015.123000.238981.201.101/2491.5.3%0.93107301.951.441/1540.0.3%0.842812307545.3036.833000.121990719.3213.743000.230751.291.161/2326.4.7%0.9399071.95

33、1.431/1537.0.6%0.832712225244.1835.813000.111908417.4112.353000.222521.371.221/2189.4.2%0.9290841.951.431/1537.0.9%0.832612142942.9834.733000.101826115.5010.973000.214291.451.271/2075.3.7%0.9182611.941.421/1543.1.5%0.822512060641.7133.603000.91743813.599.593000.206061.521.321/1980.3.3%0.912411978340

34、.3632.423000.3125023.072.303000.197831.581.371/1898.2.8%0.9025021.381.051/2175.22.2%0.662311896038.9431.193000.2116721.691.263000.189601.641.411/1828.2.5%0.8916721.060.801/2822.48.3%0.582211813737.4629.913000.118610.620.463600.181371.701.451/1768.2.1%0.888610.620.461/5762.91.8%0.372111731435.9128.59

35、3000.173141.751.481/1716.1.7%0.88Y 方向最大层间位移角:1/1503.(第11 层第 1 塔)2011649134.3027.233000.164911.791.511/1674.1.5%0.87= 工况7 = Y+ 偶然偏心地震作用下的楼层最大位移1911566832.6425.843000.156681.831.531/1637.1.3%0.86FloorTowerJmaxMax-(Y)Ave-(Y)h1811484530.9324.423000.JmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY148451.871.551/1

36、604.1.0%0.863312675340.3137.635400.1711402229.1722.973000.267531.381.381/3914.8.0%1.00140221.901.571/1576.0.7%0.853212633344.2336.513000.1611319927.3721.493000.263330.880.831/3399.5.4%0.83131991.931.591/1555.0.6%0.853112554343.4335.713000.1511237625.5320.003000.255430.950.881/3155.5.8%0.91123761.951

37、.601/1535.0.4%0.853012471942.5734.883000.1411155323.6618.483000.247191.030.931/2926.5.9%0.94115531.971.601/1520.0.0%0.842912389841.6634.023000.1311073021.7616.953000.238981.100.981/2717.5.5%0.93107301.991.611/1509.0.3%0.842812307540.6833.103000.121990719.8415.413000.230751.181.041/2541.5.0%0.9399071

38、.991.601/1505.0.5%0.832712225239.6432.143000.111908417.9013.863000.222521.251.091/2394.4.5%0.9290842.001.601/1503.0.8%0.832612142938.5331.143000.101826115.9512.323000.214291.321.141/2273.3.9%0.9282611.991.581/1507.1.4%0.822512060637.3530.093000.91743813.9910.773000.206061.381.181/2171.3.5%0.9174381.

39、981.561/1519.2.0%0.812411978336.1228.993000.81661512.049.243000.197831.441.231/2084.3.0%0.9066151.951.531/1542.2.7%0.812311896034.8127.863000.71579210.127.743000.189601.491.261/2010.2.7%0.8957921.901.491/1576.3.8%0.792211813733.4626.693000.6149698.226.273000.181371.541.301/1946.2.2%0.8849691.841.431

40、/1632.5.8%0.782111731432.0425.483000.5141466.394.853000.173141.591.321/1892.1.8%0.8841461.741.341/1724.8.6%0.752011649130.5824.243000.4133234.663.523000.164911.621.351/1850.1.5%0.8733231.591.221/1884.13.3%0.711911566829.0722.973000.= 工况8 = Y- 偶然偏心地震作用下的楼层最大位移1411155325.1816.743000.156681.661.371/181

41、1.1.4%0.86FloorTowerJmaxMax-(Y)Ave-(Y)h1811484527.5221.683000.JmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY148451.691.391/1778.1.0%0.863312675344.6639.355400.1711402225.9320.373000.267531.491.391/3619.7.3%1.00140221.711.401/1750.0.7%0.853212633352.4336.713000.1611319924.3119.043000.263331.010.811/2971.5.8

42、%0.83131991.731.411/1729.0.5%0.853112554351.5235.943000.1511237622.6517.693000.255431.090.861/2750.6.3%0.91123761.751.421/1711.0.3%0.843012471950.5435.143000.1411155320.9716.333000.247191.180.911/2541.6.4%0.94115531.771.431/1696.0.0%0.842912389849.4934.303000.1311073019.2714.963000.238981.280.971/23

43、52.6.0%0.94107301.781.431/1687.0.4%0.842812307548.3633.413000.121990717.5513.583000.230751.371.031/2191.5.4%0.9499071.781.421/1684.0.7%0.832712225247.1632.473000.111908415.8112.213000.222521.461.081/2059.4.8%0.9390841.781.421/1686.1.0%0.832612142945.8731.493000.101826114.0710.833000.214291.541.131/1

44、949.4.2%0.9282611.771.401/1693.1.6%0.822512060644.5030.453000.91743812.339.463000.206061.621.181/1857.3.8%0.9174381.761.381/1709.2.2%0.812411978343.0529.383000.81661510.598.113000.197831.691.221/1779.3.3%0.9066151.731.351/1738.3.0%0.802311896041.5328.263000.7157928.886.783000.189601.751.261/1712.2.9

45、%0.8957921.681.311/1780.4.2%0.792211813739.9427.103000.6149697.215.483000.181371.811.301/1655.2.4%0.8949691.621.261/1848.6.3%0.772111731438.2825.903000.5141465.594.243000.173141.871.331/1606.1.9%0.8841461.531.181/1959.9.4%0.752011649136.5524.663000.4133234.063.063000.164911.911.351/1568.1.7%0.873323

46、1.401.071/2147.14.3%0.711911566834.7723.403000.3125022.672.003000.156681.961.381/1534.1.5%0.8725021.210.921/2489.23.8%0.661811484532.9422.113000.2116721.461.093000.148452.001.401/1503.1.2%0.8616720.920.691/3248.51.3%0.581711402231.0620.803000.118610.540.393600.140222.031.421/1478.0.9%0.868610.540.39

47、1/6699.96.6%0.361611319929.1419.463000.131992.061.431/1458.0.7%0.85Y 方向最大层间位移角:1/1684.(第12 层第 1 塔)1511237627.1818.113000.123762.081.441/1440.0.5%0.85115532.101.451/1426.0.1%0.841311073023.1515.363000.239081.040.931.111/2894.4.0%0.89107302.121.451/1417.0.2%0.842812308533.9132.701.043000.121990721.101

48、3.973000.230851.070.971.111/2796.4.1%0.9099072.121.451/1413.0.5%0.832712226232.8431.721.043000.111908419.0312.573000.222621.111.011.101/2701.4.1%0.9090842.121.451/1412.0.8%0.832612143931.7330.701.033000.101826116.9511.183000.214391.151.051.091/2610.4.0%0.9082612.121.441/1416.1.4%0.822512061630.5829.

49、641.033000.91743814.879.793000.206161.191.091.091/2525.3.8%0.9074382.101.421/1427.2.1%0.822411979329.3928.541.033000.81661512.808.403000.197931.231.131.081/2447.3.6%0.9066152.071.391/1449.2.9%0.812311897028.1727.391.033000.71579210.747.043000.189701.261.171.071/2377.3.3%0.9057922.021.361/1482.4.1%0.

50、792211814726.9126.211.033000.6149698.735.713000.181471.301.211.071/2314.3.0%0.8949691.951.311/1535.6.2%0.782111732425.6124.991.023000.5141466.784.433000.173241.331.251.061/2260.2.6%0.8941461.851.231/1623.9.3%0.752011650124.2823.731.023000.4133234.943.213000.165011.351.281.061/2216.2.4%0.8833231.691.

51、121/1774.14.2%0.711911567822.9322.441.023000.3125023.252.113000.156781.381.311.051/2176.2.1%0.8825021.460.961/2050.23.6%0.661811485521.5521.131.023000.2116721.781.153000.148551.401.341.051/2143.1.7%0.8716721.130.731/2664.51.3%0.581711403220.1519.781.023000.118610.660.423600.140321.421.361.041/2117.1

52、.3%0.878610.660.421/5466.96.9%0.371611320918.7318.421.023000.132091.431.381.041/2100.1.0%0.86Y 方向最大层间位移角:1/1412.(第11 层第 1 塔)1511238617.3017.031.023000.123861.441.391.031/2089.0.6%0.85= 工况9 = X 方向风荷载作用下的楼层最大位移1411156315.8715.641.013000.115631.441.401.031/2084.0.2%0.85FloorTowerJmaxMax-(X)Ave-(X)Ratio

53、-(X)h1311074014.4314.231.013000.JmaxDMax-DxAve-DxRatio-DxMax-Dx/hDxR/DxRatio_AX107401.441.401.021/2089.0.4%0.843312678438.6038.331.015400.121991712.9912.831.013000.267532.642.541.041/2045.40.3%1.0099171.421.401.021/2105.0.9%0.833212634337.8836.291.043000.111909411.5711.431.013000.263430.950.851.121/

54、3152.2.7%0.4690941.411.381.021/2131.1.5%0.823112555336.9335.431.043000.101827110.1610.041.013000.255530.980.871.121/3077.3.2%0.7982711.381.361.011/2169.2.4%0.813012472935.9534.551.043000.9174488.788.681.013000.247291.000.901.121/2990.3.7%0.7974481.351.331.011/2226.3.4%0.802912390834.9533.641.043000.

55、8166257.437.351.013000.66251.301.281.011/2307.4.5%0.792411978335.8734.951.033000.7158026.136.061.013000.201521.471.361.081/2043.3.5%0.9058021.241.231.011/2416.6.1%0.772311896034.5933.571.033000.6149794.894.831.013000.193231.501.401.071/1997.3.3%0.9049791.171.151.011/2569.8.3%0.752211813733.2632.151.

56、033000.5141563.723.681.013000.185081.541.451.061/1954.2.9%0.8941561.071.061.021/2799.11.6%0.722111731431.8630.691.043000.4133332.652.631.013000.176791.561.491.051/1920.2.5%0.8933330.950.931.021/3160.16.3%0.682011649130.4229.191.043000.3125121.701.691.003000.168601.591.521.041/1892.2.3%0.8825120.790.

57、781.021/3782.25.6%0.641911566828.9227.651.053000.2119950.910.911.003000.160311.611.561.031/1869.2.1%0.8716820.580.581.011/5134.52.5%0.571811484527.3826.071.053000.1111720.340.331.023600.152141.621.591.021/1848.1.7%0.8711720.340.331.021/9999.99.9%0.371711402225.8024.471.053000.143851.631.621.011/1835

58、.1.4%0.87X 方向最大层间位移角:1/2045.(第 33 层第 1 塔)1611319924.1822.841.063000.X 方向最大位移与层平均位移的比值:1.04(第 32 层第 1 塔)131991.661.641.011/1811.1.1%0.86X 方向最大层间位移与平均层间位移的比值:1.12(第 32 层第1 塔)1511237622.5221.191.063000.123761.691.651.021/1778.0.9%0.86= 工况 10 = Y 方向风荷载作用下的楼层最大位移1411155320.8319.531.073000.115531.711.671.

59、031/1751.0.4%0.85FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)h1311073019.1217.851.073000.JmaxDMax-DyAve-DyRatio-DyMax-Dy/hDyR/DyRatio_AY107301.731.671.041/1730.0.1%0.853312678546.4346.111.015400.121990717.3916.161.083000.267932.201.951.131/2451.8.7%1.0099071.751.671.041/1718.0.4%0.843212668344.4244.221.003

60、000.111908415.6414.481.083000.266811.190.991.201/2530.3.5%0.7090841.751.671.051/1712.0.7%0.833112590643.2343.211.003000.101826113.8912.811.083000.259061.211.021.181/2485.3.8%0.8282611.751.651.061/1714.1.5%0.833012471942.3042.161.003000.91743812.1411.151.093000.250911.241.061.171/2424.4.3%0.8674381.7