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Xstif= -20.8244(m) Ystif= 4.4324(m) Alf = 45.0000(Degree)
Xmass= -20.0458(m) Ymass= 4.8732(m) Gmass(活荷折减)= 730.4910( 675.2169)(t)
Eex = 0.0512 Eey = 0.0290
Ratx = 1.0000 Raty = 1.0000
Ratx1= 0.7169 Raty1= 0.9225
薄弱层地震剪力放大系数= 1.25
RJX1 = 4.1068E+05(kN/m) RJY1 = 4.1068E+05(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 3.0439E+05(kN/m) RJY3 = 2.5762E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= -20.8040(m) Ystif= 4.4305(m) Alf = 45.0000(Degree)
Xmass= -20.0734(m) Ymass= 4.9103(m) Gmass(活荷折减)= 681.7942( 625.5267)(t)
Eex = 0.0482 Eey = 0.0317
Ratx = 3.6912 Raty = 3.6912
Ratx1= 1.3662 Raty1= 1.4194
薄弱层地震剪力放大系数= 1.00
RJX1 = 1.5159E+06(kN/m) RJY1 = 1.5159E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.7296E+05(kN/m) RJY3 = 3.8837E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= -20.8040(m) Ystif= 4.4305(m) Alf = 45.0000(Degree)
Xmass= -20.6724(m) Ymass= 4.4194(m) Gmass(活荷折减)= 515.1525( 496.1447)(t)
Eex = 0.0087 Eey = 0.0007
Ratx = 1.0000 Raty = 1.0000
Ratx1= 2.0370 Raty1= 2.0840
薄弱层地震剪力放大系数= 1.00
RJX1 = 1.5159E+06(kN/m) RJY1 = 1.5159E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.9911E+05(kN/m) RJY3 = 3.9088E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= -36.9456(m) Ystif= 4.2003(m) Alf = 45.0000(Degree)
Xmass= -36.0262(m) Ymass= 4.0953(m) Gmass(活荷折减)= 119.0788( 116.3418)(t)
Eex = 0.1470 Eey = 0.0168