层次βzμsz(m)μzωo51.01.320.61.260.4541.01.316.71.180.4531.01.312.81.080.4521.01.38.91.000.4511.01.35.01.000.45层次线刚度层高边梁边柱中梁中柱H531.618.511.913.33.9431.618.511.913.33.9331.618.511.913.33.9231.618.511.913.33.9131.614.411.910.45.0层次层剪力每根边柱剪力510.156.726.5126.472.58424.656.726.5126.476.26337.936.726.5126.479.63250.256.726.5126.4712.76163.524.443.7816.4417.15层次边柱中柱5n=5j=5n=5j=5k=1.708k=3.271y=0.385y=0.454n=5j=4n=5j=4k=1.708k=3.271y=0.435y=0.4643n=5j=3n=5j=3框架柱侧移刚度柱剪力分配表边柱D值中柱D值∑D各层柱反弯点计算表y0=0.385y0=0.45a1=1y1=0a1=1y1=0a3=1y3=0a3=1y3=0y0=0.435y0=0.464a1=1y1=0a1=1y1=0a2=1y2=0a2=1y2=0a3=1y3=0a3=1y3=03k=1.708k=3.271y=0.485y=0.52n=5j=2n=5j=2k=1.708k=3.271y=0.5y=0.51n=5j=1n=5j=1k=2.194k=4.183y=0.55y=0.55层次54321边柱2.586.269.6312.7617.15中柱2.506.069.3312.3614.60柱端弯矩层次每根边柱剪力每根中柱剪力层高52.582.503.90.3850.45046.266.063.90.4350.46439.639.333.90.4850.500212.7612.363.90.5000.500117.1514.605.00.5500.550层次边梁中梁56.193.901.241.471.47417.6712.393.714.674.67329.9621.186.317.987.98243.1030.739.1111.5711.57163.4741.3712.9415.5815.58y0=0.485y0=0.5a1=1y1=0a1=1y1=0a2=1y2=0a2=1y2=0a3=1y3=0a3=1y3=0y0=0.5y0=0.5a1=1y1=0a1=1y1=0a2=1y2=0a2=1y2=0a3=1y3=0a3=1y3=0y0=0.55y0=0.55a1=1y1=0a1=1y1=0a2=1y2=0a2=1y2=0边柱y中柱y梁端弯矩、剪力，柱轴力计算MblMbrVbMbrMbl层次线刚度边梁边柱中梁中柱531.618.511.913.3431.618.511.913.3331.618.511.913.3231.618.511.913.3131.614.411.910.4APw13.7710.1521.0614.5021.0613.2821.0612.3222.6813.27边柱中柱KaDKaD1.7080.4616.723.2710.6216.511.7080.4616.723.2710.6216.511.7080.4616.723.2710.6216.511.7080.4616.723.2710.6216.512.1940.6424.444.1830.7573.78每根中柱剪力2.506.069.3312.3614.60框架柱侧移刚度D值6.193.875.364.3913.7910.6212.6710.9719.3418.2218.1918.1924.8824.8824.1024.1038.5947.1632.8540.15中梁柱轴力边柱中柱1.091.24-0.163.464.96-0.415.9111.27-0.818.5720.38-1.3611.5433.33-2.76边柱柱端M边柱柱底M中柱柱端M中柱柱底M计算Vb26.4726.4726.4726.4716.44∑D
