地震作用内力计算

层号(kN/m )=(m )

55714.345714.3484.9980.00670.130845862.17########84.9980.01360.124135862.17########84.9980.02050.110425862.17########84.9980.02740.089915974.36########

46.840.06250.062529275.21--0.1308--层次55714.3415.4588286.553835.08588.3145862.1712.4572984.0165690.331278.6435862.179.4555397.5065523.991802.6325862.17 6.4537810.9965357.642160.2815974.36 3.4520611.542194.962355.2329275.21--275090.6145

2602.00--层号层间剪力层间刚度层高5588.3184.9980.6923433441278.6484.998 1.5043199431802.6384.998 2.1213141522160.2884.998 2.542311801

2355.23

46.84

5.028

3

597

层间剪力

K 5588.310.0158.82 1.810.39141278.640.01519.18 1.810.44131802.630.01527.04 1.810.49122160.280.01532.40 1.810.49112355.23

0.01535.33

2.350.491

中柱层间剪力

K 5588.310.01911.18 3.150.4541142.930.01921.72 3.150.45831609.590.01930.58 3.150.521988.260.01937.78 3.150.51

2278.91

0.019

43.30 4.09

0.5

516.12-10.60-3.827.84-7.84439.10-28.98-9.7321.42-21.423

58.55-43.54-14.5832.17-32.17281.10-58.97-20.0143.57-43.57196.13-69.94-23.7251.68-51.68

AB

5层

0.0016.12

16.12

0.0018.44

16.12

18.44

边柱

边跨梁

中跨梁

层号层号层号

i

G

4层10.3539.1039.1015.0950.40

28.7535.31

3层22.6858.5558.5529.8475.71

35.8745.87

2层35.5681.1081.1045.87102.54

45.5456.67

1层43.9396.1396.1356.67121.62

52.2064.95

747.28297.724

727.203

90.210

647.36271.488

527.09047.393

373.40023.3383022.338330.153

16.1210.3532.1625.3741.2939.8349.4847.7353.9552.04

18.4415.0935.3129.8445.8745.8756.6756.6764.9564.95

边柱中柱-5.60 3.82 1.78-15.3013.547.35-22.9828.1315.74-31.1248.1426.86-36.91

71.86

40.05

BA BE 3.60 2.66

10.607.84

柱轴力

3.60 2.6628.9821.42 3.60 2.6643.5432.17 3.60 2.6658.9743.57 3.60 2.6669.9451.68