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RJX3 = 1.3434E+06(kN/m) RJY3 = 1.2343E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 8.0892(m) Ystif= 21.5797(m) Alf = 0.0000(Degree)
Xmass= 7.4245(m) Ymass= 21.5594(m) Gmass(活荷折减)= 1849.5836( 1711.5449)(t)
Eex = 0.0311 Eey = 0.0011
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.1060 Raty1= 1.2827
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.7200E+06(kN/m) RJY1 = 5.7200E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.3531E+06(kN/m) RJY3 = 1.1956E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 8.0892(m) Ystif= 21.5797(m) Alf = 0.0000(Degree)
Xmass= 8.1958(m) Ymass= 21.7485(m) Gmass(活荷折减)= 1915.4227( 1772.3293)(t)
Eex = 0.0050 Eey = 0.0092
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4848 Raty1= 1.5986
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.7200E+06(kN/m) RJY1 = 5.7200E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.3467E+06(kN/m) RJY3 = 1.1646E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= 8.0892(m) Ystif= 21.5797(m) Alf = 0.0000(Degree)
Xmass= 4.7549(m) Ymass= 20.7626(m) Gmass(活荷折减)= 1650.3804( 1557.6476)(t)
Eex = 0.1560 Eey = 0.0446
Ratx = 1.0000 Raty = 1.0000
Ratx1= 0.9213 Raty1= 1.1524
薄弱层地震剪力放大系数= 1.25
RJX1 = 5.7200E+06(kN/m) RJY1 = 5.7200E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.2707E+06(kN/m) RJY3 = 1.0407E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 6 Tower No. 1
Xstif= 19.9634(m) Ystif= 27.0797(m) Alf = 0.0000(Degree)