四层办公楼建筑与结构设计(现浇钢筋混凝土框架结构)(19)
Eex = 0.0008 Eey = 0.0374
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.5592 Raty1= 1.5883
薄弱层地震剪力放大系数= 1.00
RJX1 = 1.3083E+07(kN/m) RJY1 = 1.3083E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.7140E+06(kN/m) RJY3 = 1.6931E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= 7.0000(m) Ystif= 0.3865(m) Alf = 45.0000(Degree)
Xmass= 6.9267(m) Ymass= 0.1483(m) Gmass(活荷折减)= 2440.3042( 2289.1589)(t)
Eex = 0.0034 Eey = 0.0111
Ratx = 0.9612 Raty = 0.9612
Ratx1= 6.5131 Raty1= 5.5215
薄弱层地震剪力放大系数= 1.00
RJX1 = 1.2576E+07(kN/m) RJY1 = 1.2576E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.5703E+06(kN/m) RJY3 = 1.5229E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 6 Tower No. 1
Xstif= 6.1715(m) Ystif= 10.3191(m) Alf = 45.0000(Degree)
Xmass= 6.8346(m) Ymass= 9.1765(m) Gmass(活荷折减)= 338.0181( 332.2656)(t)
Eex = 0.0294 Eey = 0.0506
Ratx = 0.2773 Raty = 0.2773
Ratx1= 1.0000 Raty1= 1.0000
薄弱层地震剪力放大系数= 1.00
RJX1 = 3.4870E+06(kN/m) RJY1 = 3.4870E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 3.4444E+05(kN/m) RJY3 = 3.9400E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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X方向最小刚度比: 1.0000(第 6层第 1塔)
Y方向最小刚度比: 1.0000(第 6层第 1塔)
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结构整体抗倾覆验算结果
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抗倾覆力矩Mr 倾覆力矩Mov 比值Mr/Mov 零应力区(%)
X风荷载 2476335.0 7355.5 336.67 0.00
Y风荷载 1855937.1 11161.2 166.29 0.00
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