地震横向水平作用计算(带公式)

各质点横向水平地震作用及楼层地震剪力计算表

层次Hi Gi HiGi HiGi/∑GjHj Fi Vi

26.50842.1822317.770.0365123.81123.81

623.506671.66156784.010.2562869.78993.59 519.107333.18140063.740.2289777.021770.61 415.607034.37109736.170.1793608.782379.39 312.107034.3785115.880.1391472.192851.58

28.606971.9059958.340.0980332.633184.21

1 5.107452.1338005.860.0621210.843395.05

横向水平地震作用下的位移验算

层V∑D△u u hθ=△u/h 7123.81

6993.59300261.01 3.3128.434400.000.00075 51770.61558878.71 3.1725.123500.000.00091 42379.39558878.71 4.2621.953500.000.00122 32851.58558878.71 5.1017.693500.000.00146 23184.21558878.71 5.7012.593500.000.00163 13395.05492640.66 6.89 6.895100.000.00135

0.00182

Di1

Vi16 4.40993.59300261.01722823.925 3.501770.61558878.711224538.794 3.502379.39558878.711224552.133 3.502851.58558878.711224562.482 3.503184.21558878.711224569.771

4.00

3395.05

492640.66

12045

83.01

M 左M 右l Vb M 左668.4045.80 5.4021.1552.795118.3086.98 5.4038.01100.264154.66115.14 5.4049.96132.733202.38151.60 5.4065.55174.752220.49174.92 5.4073.22201.641238.31181.41 5.4077.73209.12

3.4743.4743.47460.1741.7818.883.4743.4743.474

层

h V Dij 边梁

梁端弯矩、剪力及柱轴力计算

层次

各层柱端弯矩及剪力计算

边柱中柱

K y Ml1下M上Di2Vi2K y Ml2下

0.980.3536.83268.401128537.34291 2.100.4065.72

0.780.4054.31181.471992463.12307 1.670.4599.42

0.780.4582.108100.351992484.82619 1.670.50148.45

0.780.4598.402120.2719924101.66 1.670.50177.91

0.780.50122.09122.0919924113.5183 1.670.50198.66

0.550.65215.83116.2215468106.5976 1.180.55234.51

力计算

走道梁柱轴力

M右l Vb边柱N中柱N22.84

52.79 2.443.992-21.15-22.8445.54-21.15

100.26 2.483.55-59.16-68.3860.64-38.01 132.73 2.4110.6-109.12-129.0280.08-49.96 174.75 2.4145.63-174.68-209.1094.81-65.55 201.64 2.4168.03-247.90-303.9196.54-73.22 209.12 2.4174.27-325.63-400.450.00-77.73

M上98.59 121.51 148.45 177.91 198.66 191.88 -22.84 -45.54 -60.64 -80.08 -94.81 -96.54