本帖最后由 小瓦工 于 2016-4-12 15:49 编辑

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各层刚心、偏心率、相邻层侧移刚度比等计算信息
Floor No : 层号
Tower No : 塔号
Xstif，Ystif : 刚心的 X，Y 坐标值
Alf : 层刚性主轴的方向
Xmass，Ymass : 质心的 X，Y 坐标值
Gmass : 总质量
Eex，Eey : X，Y 方向的偏心率
Ratx，Raty : X，Y 方向本层塔侧移刚度与下一层相应塔侧移刚度的比值(剪切刚度)
Ratx1，Raty1 : X，Y 方向本层塔侧移刚度与上一层相应塔侧移刚度70%的比值
或上三层平均侧移刚度80%的比值中之较小者
RJX1，RJY1，RJZ1: 结构总体坐标系中塔的侧移刚度和扭转刚度(剪切刚度)
RJX3，RJY3，RJZ3: 结构总体坐标系中塔的侧移刚度和扭转刚度(地震剪力与地震层间位移的比)
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Floor No. 1 Tower No. 1
Xstif= 26.9336(m) Ystif= 8.0380(m) Alf = 0.0000(Degree)
Xmass= 27.4690(m) Ymass= 8.8724(m) Gmass(活荷折减)= 1994.2416( 1865.3495)(t)
Eex = 0.0284 Eey = 0.0431
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.2059 Raty1= 1.0835 薄弱层地震剪力放大系数= 1.00
RJX1 = 1.6467E+06(kN/m) RJY1 = 1.5625E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 9.1794E+05(kN/m) RJY3 = 8.5341E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 27.2058(m) Ystif= 8.1269(m) Alf = 0.0000(Degree)
Xmass= 27.5048(m) Ymass= 8.8981(m) Gmass(活荷折减)= 1918.4860( 1789.5808)(t)
Eex = 0.0155 Eey = 0.0400
Ratx = 2.8277 Raty = 2.9986
Ratx1= 1.5697 Raty1= 1.4855 薄弱层地震剪力放大系数= 1.00
RJX1 = 4.6564E+06(kN/m) RJY1 = 4.6853E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.0830E+06(kN/m) RJY3 = 1.0873E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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本层侧向刚度小于相邻上层的50%为特别不规则是通过
Ratx = 2.8277 Raty = 2.9986这个来看的吗？大于2就是特别不规则