07WZQOUT

======================================================================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10.1212175.801.00(0.99+0.01)0.0020.120785.861.00(0.01+0.99)0.0030.112234.730.00(0.00+0.00)1.0040.045891.260.17(0.00+0.17)0.8350.03842.210.32(0.32+0.00)0.6860.034236.780.57(0.37+0.20)0.43地震作用最大的方向=26.194(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)2110.14-0.740.90111.23-0.120.96振型2的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)210.050.710.05110.000.060.23振型3的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)210.010.01-1.06110.000.01-0.07振型4的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)210.000.000.00110.01-0.343.20振型5的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)21-0.10-0.010.031126.671.035.37振型6的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)21-0.27-0.150.371129.7822.26-68.68各振型作用下X方向的基底剪力-------------------------------------------------------振型号剪力(kN)111.3720.0630.0240.01526.56629.51X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(%)18.3420.0430.0140.01529.31633.42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)2110.2010.20(3.96%)(3.96%)31.626.991147.6548.73(1.26%)(1.26%)276.4262.45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:81.13%============================================================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)21-0.770.06-0.0711-0.090.01-0.07振型2的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)210.719.860.70110.060.913.18振型3的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)210.010.01-0.84110.000.00-0.05振型4的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)21-0.010.00-0.0511-0.3315.00-142.54振型5的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)210.000.000.00111.030.040.21振型6的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)21-0.20-0.110.281122.3116.68-51.46各振型作用下Y方向的基底剪力-------------------------------------------------------振型号剪力(kN)10.07210.7630.01415.0050.04616.57Y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(%)10.0527.9130.01415.8350.04618.76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)219.929.92(3.85%)(3.85%)30.759.651123.5825.94(0.67%)(0.67%)157.9986.17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:82.61%==========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111.0001.190:本层地震剪力不满足抗震规范(5.2.5),已作调整211.0001.190:本层地震剪力不满足抗震规范(5.2.5),已作调整**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