高档写字楼建筑与结构设计+CAD图纸(24)
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= 59.7181(m) Ystif= 9.1624(m) Alf = 45.0000(Degree)
Xmass= 59.4095(m) Ymass= 9.0734(m) Gmass(活荷折减)= 1003.1594( 882.3445)(t)
Eex = 0.0213 Eey = 0.0061
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4198 Raty1= 1.4106
薄弱层地震剪力放大系数= 1.00
RJX1 = 3.3958E+06(kN/m) RJY1 = 3.3958E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 6.3471E+05(kN/m) RJY3 = 6.4561E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 59.7057(m) Ystif= 9.1604(m) Alf = 45.0000(Degree)
Xmass= 59.4067(m) Ymass= 9.0711(m) Gmass(活荷折减)= 957.6346( 836.8197)(t)
Eex = 0.0207 Eey = 0.0062
Ratx = 1.3095 Raty = 1.3095
Ratx1= 1.3209 Raty1= 1.3311
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.4469E+06(kN/m) RJY1 = 4.4469E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.7769E+05(kN/m) RJY3 = 5.9250E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 59.7057(m) Ystif= 9.1604(m) Alf = 45.0000(Degree)
Xmass= 59.4067(m) Ymass= 9.0711(m) Gmass(活荷折减)= 957.6346( 836.8197)(t)
Eex = 0.0207 Eey = 0.0062