反弯点、水平地震.xlsVIP免费

层号h/m4.003.900.880.350.000.000.000.353.003.900.880.450.000.000.000.452.003.900.880.500.000.000.000.501.005.251.150.640.000.000.000.64层号h/m4.003.901.880.440.000.000.000.443.003.901.880.450.000.000.000.452.003.901.880.500.000.000.000.501.005.252.450.550.000.000.000.55层号4998.89450700.006300.000.01413.960.351.3731630.61450700.006300.000.01422.790.451.7622073.55450700.006300.000.01428.980.501.9512344.60297900.004600.000.01536.200.643.36层号4998.89450700.0010000.000.02222.160.441.7231630.61450700.0010000.000.02236.180.451.7622073.55450700.0010000.000.02246.010.501.9512344.60297900.005800.000.01945.650.552.89A、D轴框架处反弯点位置B、C轴框架处反弯点位置A、D柱剪力和柱端弯矩计算B、C柱剪力和柱端弯矩计算0yi1y2y3yyi0y1y2y3yy(kN)iVDimD/imDDimVyhy(kN)iVDimD/imDDimVyhy1.371.761.953.361.721.761.952.89h35.4019.063.9035.4048.8940.003.9067.9556.5256.523.9096.5268.43121.655.25124.95h48.4038.033.9048.4022.7225.688.4224.4677.6163.503.90115.6454.2861.3617.7158.4489.7189.713.90153.2171.9181.2924.4177.42107.84131.815.25197.5692.73104.8331.5599.848.2416.0426.1456.7650.55109.7782.10178.06MAB/MDCM和MBA/MCDMBC/MCBVAB/VCDVBC/myh/myhcM上cM下cM上cM下