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1、柱的侧移刚度柱的侧移刚度种类数量h(m)Kb(kNm)Kc(kNm)顶层中框架中柱153.9136800434001.576 边柱153.9109800434001.265边框架中柱43.9102400434001.180 边柱43.982200434000.94724层中框架中柱153.6136800470001.455 边柱153.6109800470001.168边框架中柱43.6102400470001.089 边柱43.682200470000.874首层中框架中柱154.968400506001.352 边柱154.954900506001.085边框架中柱44.951200506
2、001.012 边柱44.941100506000.812 中柱 层h(m)Di(kN/m)D(kN/m)D/DiVi(kN)Vik(kN)y 53.956713150910.26613.433.570.379 43.668749183290.26724.476.520.423 33.668749183290.26735.519.470.473 23.668749183290.26746.5512.410.500 14.3553930139720.25959.8915.520.632 边柱 层.h(m)Di(kN/m)D(kN/m)D/DiVi(kN)Vik(kN)y 53.950128132
3、660.26513.433.550.363 43.660142160450.26724.476.530.408 33.660142160450.26735.519.470.458 23.660142160450.26746.5512.420.5 14.3550224129930.25959.8915.490.646A轴B轴8.835.031.008.838.655.280.8030.197 13.919.591.0018.9513.559.930.8030.197 18.4915.621.0028.0717.9616.120.8030.197 22.3522.351.0037.9722.342
4、2.340.8030.197 23.8643.541.0046.2124.8442.660.8030.197层A-B跨梁端剪力B-C跨梁端剪力L(m)L(m)57.58.838.652.333.01.701.70 47.518.9513.554.333.03.713.71 37.528.0717.966.143.05.505.50 27.537.9722.348.043.07.587.58 17.546.2124.849.473.09.299.29 地震柱的侧移刚度KcM上cM下1 BmABMcM上cM下1 Bm2 BmEM左EM右EVEM左EM右柱的侧移刚度种类数量h(m)Kb(kNm)Kc
5、(kNm)顶层中框架中柱153.9136800434001.576 边柱153.9109800434001.265边框架中柱43.9102400434001.180 边柱43.982200434000.94724层中框架中柱153.6136800470001.455 边柱153.6109800470001.168边框架中柱43.6102400470001.089 边柱43.682200470000.874首层中框架中柱154.968400506001.352 边柱154.954900506001.085边框架中柱44.951200506001.012 边柱44.941100506000.812
6、层GiVi=GiDii=Gi/DiUt=iGiUtGiUt259310.949310.945201780.0180.2612433636410333.2319644.176299580.0310.2432515612310177.9229822.096299580.0470.2122160458210177.9240000.016299580.0630.1651678277110923.550923.515024540.1010.1011107112质点(m)(kN)(kN)(kN)(kN)(kN)519.69310.942207.530.1152254.31586.35586.35415.7
7、10333.23521.251107.60312.110177.92395.691503.2928.510177.92277.961781.2514.910923.50171.981953.22层数 (kN)(m)(kN/m)(m)1/( )5586.353.95201780.00113346041107.603.66299580.00176204831503.293.66299580.00239150921781.253.66299580.00283127311953.224.95024540.003891260边柱(中框)剪力和弯矩计算(A轴、D轴) 层h(m)Di(kN/m)D(kN/m
8、)D/DiVi(kN)Vik(KN)y 53.9520178132660.0255586.3514.950.363 43.6629958160450.02551107.6028.210.450 33.6629958160450.02551503.2938.290.450 23.6629958160450.02551781.2545.370.500 14.9502454129930.02591953.2250.510.650层A轴B轴KiHiGEKFndnF DiFiViVihiD/eiiiuVDD=/eiiuhDMC 上MC 下1 BmMABMC 上MC 下1 Bm58.444.551.008
9、.4410.346.340.67 413.6611.181.0018.2117.5414.350.67 320.1516.491.0031.3325.8621.160.67 225.6722.761.0042.1631.0831.080.67 133.6056.001.0056.3635.8166.500.67层AB跨梁端剪力BC跨梁端剪力L(m)L(m)57.28.446.932.133.63.413.41 47.218.2116.004.753.67.887.88 37.231.3326.948.093.613.2713.27 27.242.1635.0010.723.617.2417.2
10、4 17.256.3644.8214.053.622.0722.07EM左EM右EVEM左EM右DD0.44115091226359520178.04 20.38713266198992 0.3711270450815 0.3211100344012 0.42118329274938629958.23850.36916045240682 0.3531534561381 0.3041323952957 0.55213972209577502453.51990.51412993194896 0.5021269550778 0.4671180147202M下(kNm)M上(kNm) 5.288.65
11、 9.9313.55 16.1217.96 22.3422.34 42.6624.84M下(kNm)M上(kNm) 5.038.83 9.5913.91 15.6218.49 22.3522.35 43.5423.866.951.70 15.123.71 22.405.50 30.887.58 37.889.29柱轴力A轴柱(kN)B轴柱(kN)1.14-2.33-1.19 2.47-6.66-3.05 3.66-12.80-5.53 5.05-20.84-8.52 6.20-30.32-11.80BAMBCMEV柱的侧移刚度B轴B-C跨梁端剪力柱的侧移刚度DD0.44115091226359
12、5201780.38713266198992 0.3711270450815 0.3211100344012 0.421183292749386299580.36916045240682 0.3531534561381 0.3041323952957 0.552139722095775024540.51412993194896 0.5021269550778 0.46711801472020.797598141中柱(中框)剪力和弯矩计算(B轴、C轴) M下(kNm)M上(kNm)层h(m)Di(kN/m)D(kN/m)D/DiVi(kN) 4.558.4453.9520178150910.02
13、90586.35 11.1813.6643.6629958183290.02911107.60 16.4920.1533.6629958183290.02911503.29 22.7625.6723.6629958183290.02911781.25 5633.614.9502454139720.02781953.222 BmBAMBCMB轴0.336.933.41 0.3316.007.88 0.3326.9413.27 0.3335.0017.24 0.3344.8222.07柱柱轴轴力力A轴柱(kN)B轴柱(kN)1.90-2.13-0.24 4.38-6.89-0.61 7.37-14.98-1.33 9.58-25.70-2.47 12.26-39.75-4.26EVBC跨梁端剪力Vik(kN)yM下(kNm) M上(kNm) 17.010.3796.3410.34 32.230.45014.3517.54 43.740.47321.1625.86 51.830.50031.0831.08 54.310.65066.535.81
限制150内