次梁、板用右边wzq.记事本

1、WZQ.OUT=周期、力与振型输出文件(VSS求解器)=考虑扭转耦联时的振动周期(秒)、X,Y方向的平动系数、扭转系数振型号123456789101112周 期0.63820.61320.57660.23090.22640.21040.18340.17760.16180.11160.11010.1022转 角179.5389.39103.62176.9985.8597.61103.4754.28173.66178.9488.6893.14平动系数 (X+Y)扭转系数0.000.000.960.010.050.710.550.530.180.000.070.921.00(1.00+0.000.0

2、0+1.000.00+0.030.99+0.000.01+0.940.01+0.280.02+0.420.16+0.310.81+0.011.00+0.000.00+0.930.00+0.08)1.000.040.990.950.290.450.470.821.000.930.08作用最大的方向=-0.046(度)=仅考虑 X 向Floor : 层号作用时的力Tower F-x-xF-x-yF-x-t: 塔号: X 方向的耦联: X 方向的耦联: X 方向的耦联力在 X 方向的分量力在 Y 方向的分量力的扭矩振型1的力FloorTowerF-x-x(kN) 366.045817.354213.

3、903066.811804.1686.99F-x-y(kN)-15.67-44.68-25.16-17.30-11.40-1.01F-x-t (kN-m)-59.96-4076.44-2900.43-2204.51-1420.08-68.21654321111111振型2的力FloorTowerF-x-x(kN) 0.000.750.480.350.220.01F-x-y(kN) 4.3064.4246.4233.5019.700.95F-x-t (kN-m)0.8676.4248.7831.7717.300.79654321111111振型3的力FloorTowerF-x-x(kN)-2.1

4、814.296.154.17F-x-y(kN) 13.19-19.25-21.79-16.30第F-x-t (kN-m) 51.494548.543123.812259.41654311111 页WZQ.OUT-8.240.0621113.530.321415.6267.23振型4的力FloorTowerF-x-x(kN)-325.06-1811.12792.552074.461867.77103.74F-x-y(kN) 42.6648.86-44.86-88.44-78.82-5.31F-x-t (kN-m)-14.522089.17-1486.65-3012.37-2733.26-147.

5、34654321111111振型5的力FloorTowerF-x-x(kN)-1.65-10.324.3411.6211.180.71F-x-y(kN)-36.86-107.8459.47141.31124.147.05F-x-t (kN-m)-9.83-162.35505.93782.94684.4336.71654321111111振型6的力FloorTowerF-x-x(kN) 1.30-12.413.0910.8012.531.02F-x-y(kN)-18.8086.48-13.02-70.67-64.07-2.69F-x-t (kN-m)-105.95-2199.97957.6724

6、80.472388.11131.23654321111111振型7的力FloorTowerF-x-x(kN) 5.64-9.42-1.545.115.920.31F-x-y(kN)-21.7545.893.23-28.82-32.59-2.05F-x-t (kN-m) 215.55457.72-37.87-330.97-368.30-21.07654321111111振型8的力FloorTowerF-x-x(kN) 40.69-68.98-13.0237.7650.063.33F-x-y(kN) 54.66-105.91-11.1462.8176.105.40F-x-t (kN-m) 490.

7、13-2963.69-20.341940.502274.07131.61654321111111振型9的力FloorTowerF-x-x(kN) 190.89-272.06F-x-y(kN)-21.3934.02第F-x-t (kN-m)-636.002903.5565112 页WZQ.OUT 5.6843211111-121.29155.90240.4414.79603.25-15.96-24.62-1677.69-2311.53-2.46-138.40振型10的力FloorTowerF-x-x(kN)-53.43645.27-1134.37-66.711185.9190.57F-x-y(k

8、N) 1.23-12.0621.66-0.58-20.86-1.27F-x-t (kN-m) 75.52-305.14-618.6237.73528.7039.73654321111111振型11的力FloorTowerF-x-x(kN)-0.080.33-0.44-0.020.400.01F-x-y(kN)-0.2710.01-19.610.0519.761.42F-x-t (kN-m)0.63-46.2595.33-7.57-104.81-7.52654321111111振型12的力FloorTowerF-x-x(kN) 0.03-0.050.030.00-0.010.01F-x-y(kN

9、)-0.050.46-0.73-0.130.850.09F-x-t (kN-m)-0.2526.25-48.58-4.1252.674.00654321111111各振型作用下 X 方向的基底剪力振型号123456789101112剪力(kN) 15355.271.8126.302702.3515.8916.326.0249.84208.67667.240.200.00各层 X Floor Tower FxVx MxSic方向的作用力(CQC): 层号: 塔号: X 向: X 向: X 向Fx: 静力法作用下结构的反应力作用下结构的楼层剪力作用下结构的弯矩X 向的力FloorTowerFx (

10、kN)Vx (分塔剪重比) (整层剪重比) (kN)第 3 页Mx (kN-m)Sic Fx (kN)WZQ.OUT(注意:下面分塔输出的剪重比不适合于上连多塔结构)6519.1858003.8645857.1234522.6823052.101305.631524.48524.48(47.09%)(47.09%)1888.1416137.196565.70(30.43%)(30.43%)29162.6214441.9410504.02(25.71%)(25.71%)72674.8813741.5313514.25(21.88%)(21.88%)128199.5612928.0715545.8

11、6(18.20%)(18.20%)191805.881167.7515655.38(16.88%)(16.88%)222619.22抗震规范(5.2.5)条要求的X向楼层最小剪重比 =4.80%X 方向的有效质量系数:94.07%=仅考虑 Y 向Floor : 层号时的力Tower F-y-xF-y-yF-y-t: 塔号: Y 方向的耦联: Y 方向的耦联: Y 方向的耦联力在 X 方向的分量力在 Y 方向的分量力的扭矩振型1的力FloorTowerF-y-x(kN)-2.75-43.65-31.62-23.01-13.54-0.65F-y-y(kN) 0.120.340.190.130.09

12、0.01F-y-t (kN-m)0.4530.5921.7616.5410.660.51654321111111振型2的力FloorTowerF-y-x(kN)-0.3570.0244.7832.8420.841.17F-y-y(kN) 400.666009.604330.333125.291837.9688.26F-y-t (kN-m) 80.177128.934550.052963.251614.0273.49654321111111振型3的力FloorTowerF-y-x(kN) 4.33-28.44-12.25-8.31-7.03-0.64F-y-y(kN)-26.2438.3143.

13、3632.4416.40-0.12F-y-t (kN-m)-102.46-9051.01-6215.98-4495.93-2816.91-133.78654321111111振型4的力第4 页WZQ.OUTFloorTowerF-y-x(kN) 15.1484.38-36.93-96.65-87.02-4.83F-y-y(kN)-1.99-2.282.094.123.670.25F-y-t (kN-m)0.68-97.3469.26140.35127.356.86654321111111振型5的力FloorTowerF-y-x(kN)-19.42-121.6351.20136.94131.81

14、8.36F-y-y(kN)-434.49-1271.14700.991665.631463.1783.11F-y-t (kN-m)-115.88-1913.645963.349228.428067.29432.72654321111111振型6的力FloorTowerF-y-x(kN)-6.5962.97-15.66-54.77-63.56-5.16F-y-y(kN) 95.34-438.6566.06358.47324.9813.62F-y-t (kN-m) 537.4511159.43-4857.80-12582.27-12113.78-665.66654321111111振型7的力Flo

15、orTowerF-y-x(kN)-33.8056.439.20-30.61-35.48-1.83F-y-y(kN) 130.32-274.98-19.33172.68195.2712.27F-y-t (kN-m)-1291.61-2742.73226.921983.272206.95126.25654321111111振型8的力FloorTowerF-y-x(kN) 66.88-113.39-21.4062.0782.285.48F-y-y(kN) 89.86-174.08-18.31103.25125.098.87F-y-t (kN-m) 805.66-4871.58-33.433189.7

16、13738.01216.33654321111111振型9的力FloorTowerF-y-x(kN)-22.6232.2314.37-18.47-28.49-1.75F-y-y(kN) 2.53-4.03-0.671.892.920.29第F-y-t (kN-m) 75.35-343.99-71.47198.76273.8616.406543211111115 页WZQ.OUT振型10的力FloorTowerF-y-x(kN) 0.95-11.4820.181.19-21.10-1.61F-y-y(kN)-0.020.21-0.390.010.370.02F-y-t (kN-m)-1.345.

17、4311.01-0.67-9.41-0.71654321111111振型11的力FloorTowerF-y-x(kN)-4.6318.83-24.81-1.3022.570.71F-y-y(kN)-15.14566.58-1109.663.061118.4180.34F-y-t (kN-m) 35.54-2617.545395.35-428.27-5931.76-425.62654321111111振型12的力FloorTowerF-y-x(kN) 3.03-5.983.470.36-1.350.96F-y-y(kN)-5.4851.07-81.11-14.8594.2010.53F-y-t

18、(kN-m)-27.542913.93-5393.77-457.055847.55444.04654321111111各振型作用下 Y 方向的基底剪力振型号123456789101112剪力(kN) 0.8615792.10104.145.872207.27419.82216.22134.672.930.21643.6054.37各层 Y Floor Tower FyVy MySic方向的作用力(CQC): 层号: 塔号: Y 向: Y 向: Y 向Fy: 静力法作用下结构的反应力作用下结构的楼层剪力作用下结构的弯矩Y 向的力FloorTowerFy (kN)Vy (分塔剪重比) (整层剪重比) (kN)My (kN-m)Sic Fy (kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)61564.15564.15(50.65%)第 6 页(50.65%)2030.93WZQ.OUT519.1858003.8645857.1234522.6823052.101305.6316295.196731.96(31.20%)(31.20%)29906.5414575.6310862.81(26.59%)(26.59%)74976.6513742.7013965.63(22.62%)(22.62%)13