六层办公大楼建筑与结构设计+CAD图纸+计算书(23)
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= 27.6525(m) Ystif= 8.4794(m) Alf = 0.0000(Degree)
Xmass= 28.1339(m) Ymass= 8.4301(m) Gmass(活荷折减)= 1701.3027( 1600.8564)(t)
Eex = 0.0221 Eey = 0.0027
Ratx = 1.0000 Raty = 1.0000
Ratx1= 2.1343 Raty1= 2.2413
薄弱层地震剪力放大系数= 1.00
RJX1 = 6.8640E+06(kN/m) RJY1 = 6.8640E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.4124E+06(kN/m) RJY3 = 1.7280E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 27.6541(m) Ystif= 8.4794(m) Alf = 0.0000(Degree)
Xmass= 28.1376(m) Ymass= 8.4295(m) Gmass(活荷折减)= 1683.9282( 1583.4819)(t)
Eex = 0.0222 Eey = 0.0027
Ratx = 1.0714 Raty = 1.0714
Ratx1= 1.4067 Raty1= 1.4724
薄弱层地震剪力放大系数= 1.00
RJX1 = 7.3543E+06(kN/m) RJY1 = 7.3543E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 8.8646E+05(kN/m) RJY3 = 1.0541E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 27.6541(m) Ystif= 8.4794(m) Alf = 0.0000(Degree)
Xmass= 28.1376(m) Ymass= 8.4295(m) Gmass(活荷折减)= 1683.9282( 1583.4819)(t)
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