八层框架建筑与结构设计+CAD图纸(15)
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= 23.4000(m) Ystif= 9.1638(m) Alf = 45.0000(Degree)
Xmass= 23.3337(m) Ymass= 9.2031(m) Gmass(活荷折减)= 1072.5850( 1003.9600)(t)
Eex = 0.0040 Eey = 0.0024
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.1661 Raty1= 1.1584
薄弱层地震剪力放大系数= 1.00
RJX1 = 1.3367E+06(kN/m) RJY1 = 1.3367E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 7.0096E+05(kN/m) RJY3 = 7.1716E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 23.4000(m) Ystif= 9.1646(m) Alf = 45.0000(Degree)
Xmass= 23.3302(m) Ymass= 9.2040(m) Gmass(活荷折减)= 1018.6849( 950.0599)(t)
Eex = 0.0042 Eey = 0.0024
Ratx = 2.5625 Raty = 2.5625
Ratx1= 1.3211 Raty1= 1.3463
薄弱层地震剪力放大系数= 1.00
RJX1 = 3.4251E+06(kN/m) RJY1 = 3.4251E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 7.7232E+05(kN/m) RJY3 = 8.0217E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 23.4000(m) Ystif= 9.1646(m) Alf = 45.0000(Degree)
Xmass= 23.3302(m) Ymass= 9.2040(m) Gmass(活荷折减)= 1018.6849( 950.0599)(t)
Eex = 0.0042 Eey = 0.0024
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.3251 Raty1= 1.3595
薄弱层地震剪力放大系数= 1.00
RJX1 = 3.4251E+06(kN/m) RJY1 = 3.4251E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 7.5112E+05(kN/m) RJY3 = 7.7489E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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