框架层间位移比较

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1、层间位移比较K0，10层，抗震烈度9，场地类别4，设计地震分组3一．周期TAT：6振型==================================================振型号周期方向角平动比例转动比例10.820290.221.000.0020.82020.221.000.0030.68190.000.001.0040.259690.401.000.0050.25960.401.000.0060.149389.931.000.00校合结论：第6周期错，从15振型计算看应为0.2222转动15振型==========

2、========================================振型号周期方向角平动比例转动比例10.820290.221.000.0020.82020.221.000.0030.68190.000.001.0040.259690.391.000.0050.25960.391.000.0060.22220.000.001.0070.149389.841.000.0080.1493179.841.000.0090.12930.000.001.00100.10480.461.000.00110.104890.461.00

3、0.00120.0785179.921.000.00130.078589.921.000.00140.0610179.651.000.00150.061089.651.000.00校合结论：第12周期错，从30振型计算看应为0.0917转动第15周期错，从30振型计算看应为0.0695转动30振型==================================================振型号周期方向角平动比例转动比例10.820290.221.000.0020.82020.221.000.0030.68190.000.00

4、1.0040.259690.611.000.0050.25960.611.000.0060.22220.000.001.0070.149389.931.000.0080.1493179.931.000.0090.13060.000.001.00100.1048178.511.000.00110.104888.511.000.00120.09170.000.001.00130.0785179.851.000.00140.078589.851.000.00150.06950.000.001.00160.0610179.611.000.0

5、0170.061089.611.000.00180.05470.000.001.00190.04890.061.000.00200.048990.061.000.00210.04430.000.001.00220.040989.961.000.00230.0409179.961.000.00240.037390.000.001.00250.03580.031.000.00260.035890.031.000.00270.033089.981.000.00280.0330179.981.000.00290.03280.000.001.

6、00300.03030.000.001.00SATWE：6振型==================================================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10.820290.391.00(0.00+1.00)0.0020.82020.391.00(1.00+0.00)0.0030.681990.000.00(0.00+0.00)1.0040.2596179.861.00(1.00+0.00)0.0050.259689.861

7、.00(0.00+1.00)0.0060.1493179.971.00(1.00+0.00)0.00校合结论：第6周期错，从15振型计算看应为0.2222转动15振型==================================================振型号周期转角平动系数(X+Y)扭转系数10.820290.571.00(0.00+1.00)0.0020.82020.571.00(1.00+0.00)0.0030.681990.000.00(0.00+0.00)1.0040.2596179.831.00(1.00+0

8、.00)0.0050.259689.831.00(0.00+1.00)0.0060.222290.000.00(0.00+0.00)1.0070.14931.081.00(1.00+0.00)0.0080.149391.081.00(