04WZQOUT1

======================================================================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10.16800.001.00(1.00+0.00)0.0020.161990.000.98(0.00+0.98)0.0230.153390.010.02(0.00+0.02)0.9840.032590.000.99(0.00+0.99)0.0150.02390.001.00(1.00+0.00)0.0060.021290.000.01(0.00+0.01)0.99地震作用最大的方向=0.000(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)2130.380.000.00110.820.000.00振型2的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)210.000.000.00110.000.000.00振型3的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)210.000.000.00110.000.000.00振型4的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)210.000.000.00110.000.000.00振型5的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)21-0.430.000.001168.590.000.00振型6的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)210.000.000.00110.000.000.00各振型作用下X方向的基底剪力-------------------------------------------------------振型号剪力(kN)131.2020.0030.0040.00568.1760.00X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(%)199.9820.0030.0040.0050.0260.00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)2130.3830.38(4.11%)(4.11%)91.153.591168.6075.00(1.89%)(1.89%)361.619.12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)210.000.000.00110.000.000.00振型2的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)210.0030.7218.22110.001.73-2.06振型3的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)210.000.52-18.78110.000.05-0.51振型4的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)210.00-0.950.47110.0071.40-39.52振型5的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)210.000.000.00110.000.000.00振型6的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)210.000.01-0.12110.000.5638.05各振型作用下Y方向的基底剪力-------------------------------------------------------振型号剪力(kN)10.00232.4530.57470.4450.0060.57Y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(%)10.00298.2931.6340.0850.0060.00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)2131.1431.14(4.21%)(4.21%)93.413.731171.4577.84(1.96%)(1.96%)373.969.48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