层间剪力层间刚度Y4Za3.91508.9569.712.247.620.38115.170.6440.450.380000.38Zc3.91508.9569.712.5454.980.4128.785.8440.560.40000.4Zb3.91508.9569.713.5677.060.45165.3135.24410.450000.453Za3.92582.6269.712.281.510.45174.8143.0430.450.450000.45Zc3.92582.6269.712.5494.100.45201.8165.1430.560.450000.45Zb3.92582.6269.713.56131.890.45282.9231.54310.450000.452Za3.93286.2769.712.2103.710.445224.5180.0420.450.500-0.0550.445Zc3.93286.2769.712.54119.740.45256.8210.1420.560.500-0.050.45Zb3.93286.2769.713.56167.830.45360.0294.54210.500-0.050.451Z1a4.853672.6054.851.92128.560.7187.1436.5410.660.700.7Z1c4.853672.6054.852.05137.260.65233.0432.7410.820.6500.65Zb4.853672.6054.852.46164.710.59327.5471.3411.480.5900.59表9框架柱剪力及柱端弯矩计算结果层号层高（m）DimVimM上M下框架总层数m柱所在层数n梁柱线刚度比K反弯点高度比y。反弯点高度比y1反弯点高度比y2反弯点高度比y3反弯点高度比yViDi注：1.对于底层柱不考虑y1的修正2.对于顶层柱不考虑y2的修正3.对于底层柱不考虑y3的修正
