计算书会所wzq周期、地震力与振型输出文件

1、WZQ.OUT=周期、力与振型输出文件(总刚分析方法)=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0.81650.77220.68320.25860.25720.23420.14060.13620.12770.05810.05640.0535转 角179.9990.3231.2999.339.573.0483.34169.8429.2470.2794.201.41-1.627 (度)平动系数 (X+Y)扭转系数0.010.000.990.000.040.960.050.080.880.870.110.020.99(0.99+0.00

2、0.00+1.000.01+0.000.03+0.970.93+0.030.04+0.000.01+0.940.89+0.030.09+0.030.01+0.110.00+0.890.98+0.00)1.000.011.000.960.040.950.920.120.130.890.98作用最大的方向 =仅考虑 X 向作用时的力Floor Tower F-x-xF-x-yF-x-t振型: 层号: 塔号: X 方向的耦联力在 X 方向的分量: X 方向的耦联力在 Y 方向的分量: X 方向的耦联力的扭矩1 的力Floor4321振型Tower11112 的F-x-x(kN) 372.97352.

3、53213.6613.21F-x-y(kN)-0.290.230.26-0.04F-x-t (kN-m)-397.05-400.31-324.03-20.97力Floor4321振型Tower11113 的F-x-x(kN) 0.010.010.010.00F-x-y(kN)-2.09-1.97-1.24-0.08F-x-t (kN-m) 1.221.391.030.04力Floor4321振型Tower11114 的F-x-x(kN) 3.363.622.430.15F-x-y(kN) 2.301.871.110.11F-x-t (kN-m) 416.32425.29340.6220.76力

4、Floor4321振型Tower11115 的F-x-x(kN)-2.471.512.390.19F-x-y(kN) 14.91-8.22-15.29-1.09F-x-t (kN-m) 4.27-5.25-3.96-0.66力FloorTowerF-x-x(kN)F-x-y(kN)F-x-t (kN-m)第 1 页WZQ.OUT209.07-101.17-248.15-18.284321振型1111-87.5952.3085.976.86-14.707.7215.261.066 的力Floor4321振型Tower11117 的F-x-x(kN)-3.751.944.130.33F-x-y(k

5、N)-0.290.54-0.160.03F-x-t (kN-m)-224.3882.81269.1619.50力Floor4321振型Tower11118 的F-x-x(kN) 0.24-0.820.770.10F-x-y(kN) 2.43-7.286.110.61F-x-t (kN-m)-8.4220.22-14.06-1.26力Floor4321振型Tower11119 的F-x-x(kN) 17.01-53.7248.566.22F-x-y(kN)-3.039.85-8.53-0.91F-x-t (kN-m)-61.38194.44-167.66-18.75力Floor4321振型Tow

6、er111110 的F-x-x(kN) 1.72-4.914.160.55F-x-y(kN) 0.79-2.772.450.29F-x-t (kN-m) 72.21-198.67153.5916.46力Floor4321Tower1111F-x-x(kN)-0.010.09-0.311.95F-x-y(kN)-0.010.11-0.615.46F-x-t (kN-m) 0.54-4.7923.72-202.24振型 11 的力Floor4321Tower1111F-x-x(kN) 0.000.03-0.100.63F-x-y(kN) 0.02-0.221.07-8.59F-x-t (kN-m)

7、 0.14-1.135.30-40.62振型 12 的力Floor4321Tower1111F-x-x(kN)-0.455.23-18.92127.95F-x-y(kN)-0.020.11-0.443.15F-x-t (kN-m)-1.117.14-28.34239.03各振型作用下 X 方向的基底剪力振型号1234剪力(kN) 952.360.039.561.63第 2 页WZQ.OUT5678910111257.542.640.2918.071.521.720.56113.81X向作用参与振型的有效质量系数振型号123456789101112有效质量系数(%) 78.580.000.760

8、.134.590.210.021.480.130.200.0713.83各层 X 方向的作用力(CQC) Floor: 层号Tower: 塔号Fx Vx: X 向: X 向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Mx: X 向Sic Fx: 底部剪力法 X 向的力FloorTowerFx (kN)Vx (分塔剪重比) (整层剪重比) (kN)Mx (kN-m)Sic Fx (kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)43211111384.82362.37240.15130.76384.82( 9.79%)729.01( 8.50%)943.51( 7.35%)96

9、4.23( 6.15%)( 9.79%)( 8.50%)( 7.35%)( 6.15%)1346.883878.188091.759570.85434.53375.70218.9337.29抗震规范(5.2.5)条要求的X向楼层最小剪重比 =1.60%X 方向的有效质量系数:100.00%=仅考虑 Y 向Floor : 层号时的力Tower : 塔号F-y-x : Y 方向的耦联 F-y-y : Y 方向的耦联 F-y-t : 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Floor4321振型Tower11112 的F-y-x(kN) 0.060.060.030.

10、00F-y-y(kN) 0.000.000.000.00F-y-t (kN-m)-0.06-0.07-0.050.00力Floor4321Tower1111F-y-x(kN)-2.27-1.71-1.29-0.10F-y-y(kN) 388.35365.11230.1914.03F-y-t (kN-m)-225.80-257.23-191.82-6.76第 3 页WZQ.OUT振型3 的力Floor4321振型Tower11114 的F-y-x(kN) 1.892.041.370.08F-y-y(kN) 1.291.050.620.06F-y-t (kN-m) 234.32239.37191.

11、7111.69力Floor4321振型Tower11115 的F-y-x(kN) 14.72-8.99-14.28-1.14F-y-y(kN)-88.9149.0291.146.53F-y-t (kN-m)-25.4831.2823.593.92力Floor4321振型Tower11116 的F-y-x(kN)-14.228.4913.961.11F-y-y(kN)-2.391.252.480.17F-y-t (kN-m) 33.94-16.42-40.29-2.97力Floor4321振型Tower11117 的F-y-x(kN)-0.160.080.170.01F-y-y(kN)-0.01

12、0.02-0.010.00F-y-t (kN-m)-9.333.4411.190.81力Floor4321振型Tower11118 的F-y-x(kN) 1.56-5.274.970.62F-y-y(kN) 15.60-46.7139.223.93F-y-t (kN-m)-54.03129.73-90.20-8.10力Floor4321振型Tower11119 的F-y-x(kN)-2.467.75-7.01-0.90F-y-y(kN) 0.44-1.421.230.13F-y-t (kN-m) 8.86-28.0724.202.71力Floor4321振型Tower111110 的F-y-x

13、(kN) 0.86-2.462.090.28F-y-y(kN) 0.40-1.391.230.15F-y-t (kN-m) 36.22-99.6577.048.26力Floor4321Tower1111F-y-x(kN)-0.010.25-0.905.61F-y-y(kN)-0.030.33-1.7615.70F-y-t (kN-m) 1.55-13.7868.26-582.06振型 11 的力FloorTowerF-y-xF-y-yF-y-t第 4 页WZQ.OUT(kN-m)-1.8815.74-73.53563.53(kN) 0.03-0.381.36-8.73(kN)-0.303.00

14、-14.84119.204321振型 12 的1111力Floor4321Tower1111F-y-x(kN)-0.010.13-0.473.15F-y-y(kN) 0.000.00-0.010.08F-y-t (kN-m)-0.030.18-0.705.88各振型作用下 Y 方向的基底剪力振型号123456789101112剪力(kN) 0.00997.663.0357.771.520.0012.040.380.3814.24107.060.07Y向作用参与振型的有效质量系数振型号123456789101112有效质量系数(%) 0.0079.520.244.600.120.000.970.

15、030.031.6812.790.01各层 Y 方向的作用力(CQC) Floor: 层号Tower: 塔号Fy Vy: Y 向: Y 向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My: Y 向Sic Fy: 底部剪力法 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)43211111399.13372.25253.56134.82399.13(10.16%)755.92( 8.82%)986.72( 7.68%)1008.43( 6.43%)(10.16%)( 8.82%)( 7.68%)( 6.43%)1396.954025.