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Floor No. 1 Tower No. 1
Xstif= 31.6370(m) Ystif= 7.0873(m) Alf = 0.0000(Degree)
Xmass= 31.6387(m) Ymass= 7.7637(m) Gmass= 501.3358(t)
Eex = 0.0001 Eey = 0.0627
Ratx = 1.0000 Raty = 1.0000
Ratx1= 0.3952 Raty1= 0.4883 薄弱层地震剪力放大系数= 1.15
RJX = 6.0901E+04(kN/m) RJY = 7.1407E+04(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 31.6370(m) Ystif= 7.0873(m) Alf = 0.0000(Degree)
Xmass= 31.9151(m) Ymass= 7.6752(m) Gmass= 422.6912(t)
Eex = 0.0236 Eey = 0.0547
Ratx = 3.0837 Raty = 2.6797
Ratx1= 1.2035 Raty1= 1.3397 薄弱层地震剪力放大系数= 1.00
RJX = 1.8780E+05(kN/m) RJY = 1.9135E+05(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 31.6370(m) Ystif= 7.0873(m) Alf = 0.0000(Degree)
Xmass= 31.7936(m) Ymass= 7.6866(m) Gmass= 330.2162(t)
Eex = 0.0133 Eey = 0.0558
Ratx = 1.0387 Raty = 0.9330
Ratx1= 1.2500 Raty1= 1.2500 薄弱层地震剪力放大系数= 1.00
RJX = 1.9507E+05(kN/m) RJY = 1.7854E+05(kN/m) RJZ = 0.0000E+00(kN/m)
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============================================================================
抗倾覆验算结果
============================================================================

抗倾覆弯矩Mr 倾覆弯矩Mov 比值Mr/Mov 零应力区(%)

X风荷载 188827.6 869.7 217.12 0.00
Y风荷载 52947.3 3032.0 17.46 0.00
X 地 震 188827.6 2484.7 75.99 0.00
Y 地 震 52947.3 2722.4 19.45 0.00


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结构整体稳定验算结果
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层号 X向刚度 Y向刚度 层高 上部重量 X刚重比 Y刚重比
1 0.609E+05 0.714E+05 6.00 11805. 30.95 36.29
2 0.188E+06 0.191E+06 3.60 7136. 94.75 96.54
3 0.195E+06 0.179E+06 3.60 3230. 217.41 198.99

该结构刚重比Di*Hi/Gi大于10,能够通过高规(5.4.4)的整体稳定验算
该结构刚重比Di*Hi/Gi大于20,可以不考虑重力二阶效应

**********************************************************************
* 楼层抗剪承载力、及承载力比值 *
**********************************************************************

Ratio_Bu: 表示本层与上一层的承载力之比

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层号 塔号 X向承载力 Y向承载力 Ratio_Bu:X,Y
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3 1 0.1081E+04 0.1265E+04 1.00 1.00
2 1 0.1453E+04 0.1634E+04 1.34 1.29
1 1 0.1077E+04 0.1278E+04 0.74 0.78

这个谁给看看 有问题吗