层号柱别柱高柱线刚度KN/m左梁右梁2A3.92.620002.32.30.880.31B3.92.6202.32.32.62.61.880.49C3.92.6202.62.62.32.31.880.49D3.92.6202.32.3000.880.313A3.92.620002.32.30.880.31B3.92.6202.32.32.62.61.880.49C3.92.6202.62.62.32.31.880.49D3.92.6202.32.3000.880.314A3.92.620002.32.30.880.31B3.92.6202.32.32.62.61.880.49C3.92.6202.62.62.32.31.880.49D3.92.6202.32.3000.880.31首层A5.25220002.301.150.52B5.252202.302.602.450.66C5.252202.602.302.450.66D5.252202.30001.150.52表2.1框架抗侧柱根数（KN/m（×104）m（×104）ibK＝∑ib2ic（一般层）K＝∑ibic（首层）ib上ib下ib上ib下α＝K2+K（一般层）α＝0.5+K2+K（首层）侧移刚度0.6345.071.001.000.630.6345.071.001.000.630.6345.071.001.000.630.4629.790.580.580.46表2.1框架抗侧移总刚度计算表(×10^4)∑D楼层D＝α12KcH2(104kN.m)＝K2+K一般层）＝0.5+K2+K首层）410/kNm
