三個計算書之③Wzq

三個計算書之③Wzq======================================================================周期、地震力與振型輸出文件(VSS求解器)======================================================================考慮扭轉耦聯(lián)時的振動周期(秒)、X,Y方向的平動系數(shù)、扭轉系數(shù)振型號周期轉角平動系數(shù)(X+Y)扭轉系數(shù)12.039288.891.00(0.00+1.00)0.00Y方向平動21.9825175.481.00(0.99+0.01)0.00X方向平動31.928685.441.00(0.01+0.99)0.00Y方向平動41.6742178.730.99(0.98+0.00)0.01X方向平動51.31426.050.02(0.02+0.00)0.98X方向平動上下擺動61.0053179.390.00(0.00+0.00)1.00X方向平動上下擺動70.5424176.750.98(0.98+0.00)0.0280.494179.470.99(0.03+0.96)0.0190.4862168.570.97(0.93+0.04)0.03100.457886.671.00(0.00+1.00)0.00110.349815.970.04(0.03+0.00)0.96120.2847179.340.06(0.05+0.00)0.94130.2640176.990.93(0.93+0.00)0.07140.24711.980.96(0.95+0.00)0.04150.221493.130.99(0.00+0.99)0.01地震作用最大的方向=-89.973(度)=====================================================================型陣型1陣型2陣型3陣型4陣型5陣型6==============================================================================================僅考慮X向地震作用時的地震力（單向地震）Floor:層號Tower:塔號F-x-x:X方向的耦聯(lián)地震力在X方向的分量F-x-y:X方向的耦聯(lián)地震力在Y方向的分量F-x-t:X方向的耦聯(lián)地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)4110.063.310.802-0.020.18-0.074010.147.351.442-0.050.37-0.103910.115.801.192-0.040.30-0.093810.136.511.341.考慮扭轉耦聯(lián)時的振動周期(秒)、X,Y方向的平動系數(shù)、扭轉系數(shù)僅考慮X方向地震2.僅考慮X向地震作用時的地震力陣型1~陣型153.各振型作用下X方向的基底剪力4.抗震規(guī)范(5.2.5)條要求的X向樓層最小剪重比=3.20%5.X方向的有效質量系數(shù):92.57%慮僅考慮Y方向地震繞剛心轉！2-0.050.33-0.103710.115.481.172-0.040.28-0.093610.136.131.312-0.050.31-0.103510.105.141.132-0.040.27-0.093410.125.741.272-0.040.29-0.093310.104.801.092-0.040.25-0.083210.115.331.212-0.040.27-0.093110.094.441.042-0.040.23-0.083010.104.911.152-0.040.25-0.092910.094.080.982-0.030.21-0.082810.104.491.072-0.040.23-0.092710.083.710.912-0.030.19-0.082610.094.060.992-0.030.21-0.082510.073.330.832-0.030.18-0.072410.083.620.902-0.030.19-0.082310.062.960.752-0.030.16-0.072210.073.190.802-0.030.17-0.082110.052.580.662-0.020.14-0.072010.062.760.702-0.020.15-0.071910.052.220.572-0.020.12-0.071810.052.340.592-0.020.13-0.071710.041.860.472-0.020.10-0.061610.041.940.482-0.020.11-0.071510.031.520.372-0.010.09-0.061410.031.560.362-0.010.09-0.061310.021.200.272-0.010.07-0.051210.021.200.252-0.010.07-0.061110.020.900.172-0.010.06-0.051010.020.870.142-0.010.06-0.05910.010.630.082-0.010.04-0.04810.010.590.042-0.010.04-0.05710.010.40-0.0120.000.03-0.04610.010.35-0.0520.000.03-0.04510.000.21-0.0720.000.02-0.03410.000.16-0.1120.000.02-0.03310.000.08-0.1120.000.01-0.02210.000.07-0.51110.000.02-0.14振型2的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)4110.803.37-3.492140.39-11.5774.014011.787.48-6.282296.47-24.09107.123911.455.90-5.152237.02-19.2190.283811.666.62-5.792266.76-21.5199.933711.445.57-5.032227.11-18.2888.593611.646.23-5.652254.81-20.4097.943511.425.22-4.902216.29-17.2986.653411.625.82-5.492241.84-19.2395.503311.394.87-4.752204.59-16.2484.253211.585.40-5.312227.88-17.9992.513111.364.50-4.592192.04-15.1381.333011.554.97-5.122212.96-16.6988.952911.324.12-4.412178.71-13.9877.932811.504.53-4.912197.20-15.3584.862711.283.74-4.222