高层住宅建筑剪力墙结构设计+CAD图纸(28)
RJX3/H = 3.9158E+05(kN/m) RJY3/H = 4.3464E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= 10.6782(m) Ystif= 17.3328(m) Alf = 0.0000(Degree)
Xmass= 11.2224(m) Ymass= 16.0775(m) Gmass(活荷折减)= 585.0011( 542.5069)(t)
Eex = 0.0403 Eey = 0.1125
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4969 Raty1= 1.5309
Ratx2= 1.2367 Raty2= 1.2560
薄弱层地震剪力放大系数= 1.00
RJX1 = 2.7248E+07(kN/m) RJY1 = 4.1586E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 9.7146E+05(kN/m) RJY3 = 1.0528E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 3.3499E+05(kN/m) RJY3/H = 3.6302E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 6 Tower No. 1
Xstif= 10.6782(m) Ystif= 17.3328(m) Alf = 0.0000(Degree)
Xmass= 11.2224(m) Ymass= 16.0775(m) Gmass(活荷折减)= 585.0010( 542.5069)(t)
Eex = 0.0403 Eey = 0.1125
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4358 Raty1= 1.4537
Ratx2= 1.2043 Raty2= 1.2146
薄弱层地震剪力放大系数= 1.00
RJX1 = 2.7248E+07(kN/m) RJY1 = 4.1586E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 8.7280E+05(kN/m) RJY3 = 9.3128E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 3.0096E+05(kN/m) RJY3/H = 3.2113E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 7 Tower No. 1
Xstif= 10.6782(m) Ystif= 17.3328(m) Alf = 0.0000(Degree)
Xmass= 11.2224(m) Ymass= 16.0775(m) Gmass(活荷折减)= 585.0010( 542.5069)(t)
Eex = 0.0403 Eey = 0.1125
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.3954 Raty1= 1.4036
Ratx2= 1.1841 Raty2= 1.1898
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