03WZQOUT

======================================================================周期、地震力与振型输出文件(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、扭转系数振型号周期转角平动系数(X+Y)扭转系数10.2855125.390.97(0.33+0.64)0.0320.283236.430.99(0.64+0.35)0.0130.2279153.140.04(0.03+0.01)0.9640.045190.761.00(0.00+1.00)0.0050.02940.840.99(0.99+0.00)0.0160.027284.550.00(0.00+0.00)1.00地震作用最大的方向=-87.468(度)============================================================仅考虑X向地震作用时的地震力Floor:层号Tower:塔号F-x-x:X方向的耦联地震力在X方向的分量F-x-y:X方向的耦联地震力在Y方向的分量F-x-t:X方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2121.40-30.0639.21110.31-1.011.07振型2的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2142.1931.0928.33110.581.00-0.25振型3的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)212.09-1.06-68.05110.05-0.03-1.21振型4的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)210.000.020.00110.02-1.480.24振型5的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)21-0.510.000.3211102.441.50-4.53振型6的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)210.000.00-0.01110.000.001.46各振型作用下X方向的基底剪力-------------------------------------------------------振型号剪力(kN)121.71242.7732.1440.025101.9360.00X向地震作用参与振型的有效质量系数-------------------------------------------------------振型号有效质量系数(%)132.57264.2633.1640.0050.0160.00各层X方向的作用力(CQC)Floor:层号Tower:塔号Fx:X向地震作用下结构的地震反应力Vx:X向地震作用下结构的楼层剪力Mx:X向地震作用下结构的弯矩StaticFx:底部剪力法X向的地震力------------------------------------------------------------------------------------------FloorTowerFxVx(分塔剪重比)(整层剪重比)MxStaticFx(kN)(kN)(kN-m)(kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)2163.8963.89(3.95%)(3.95%)255.5710.6711102.44120.82(1.92%)(1.92%)828.8317.87抗震规范(5.2.5)条要求的X向楼层最小剪重比=0.80%X方向的有效质量系数:100.00%============================================================仅考虑Y向地震时的地震力Floor:层号Tower:塔号F-y-x:Y方向的耦联地震力在X方向的分量F-y-y:Y方向的耦联地震力在Y方向的分量F-y-t:Y方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)21-30.6343.02-56.1211-0.441.45-1.53振型2的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2131.6623.3321.26110.430.75-0.19振型3的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)21-1.070.5434.7911-0.020.020.62振型4的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)210.03-1.300.0811-1.49112.83-18.35振型5的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)21-0.010.000.00111.510.02-0.07振型6的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)210.000.00-0.07110.000.0413.60各振型作用下Y方向的基底剪力-------------------------------------------------------振型号剪力(kN)144.48224.0830.564111.5350.0260.04Y向地震作用参与振型的有效质量系数-------------------------------------------------------振型号有效质量系数(%)164.26234.8930.8140.0450.0060.00各层Y方向的作用力(CQC)Floor:层号Tower:塔号Fy:Y向地震作用下结构的地震反应力Vy:Y向地震作用下结构的楼层剪力My:Y向地震作用下结构的弯矩StaticFy:底部剪力法Y向的地震力------------------------------------------------------------------------------------------FloorTowerFyVy(分塔剪重比)(整层剪重比)MyStaticFy(kN)(kN)(kN-m)(kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)2166.3666.36(4.10%)(4.10%)265.4411.4211112.86131.01(2.08%)(2.08%)885.3919.13抗震规范(5.2.5)条要求的Y向楼层最小剪重比=0.80%Y方向的有效质量系数:100.00%==========各楼层地震剪力系数调整情况[抗震规范(5.2.5)验算]==========层号塔号X向调整系数Y向调整系数111.0001.000211.0001.000**本文件结果是在地震外力CQC下的统计结果，内力CQC统计结果见WV02Q.OUT