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 = 8.0525E+05(kN/m) RJY3 = 8.5191E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 2.7767E+05(kN/m) RJY3/H = 2.9376E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 8 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= 1.3663 Raty1= 1.3661
Ratx2= 1.1683 Raty2= 1.1711
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 = 7.5561E+05(kN/m) RJY3 = 7.9560E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 2.6055E+05(kN/m) RJY3/H = 2.7434E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 9 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)= 585.0012( 542.5070)(t)
Eex = 0.0403 Eey = 0.1125
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.3471 Raty1= 1.3391
Ratx2= 1.1576 Raty2= 1.1558
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 = 7.1863E+05(kN/m) RJY3 = 7.5485E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 2.4780E+05(kN/m) RJY3/H = 2.6029E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 10 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= 1.3347 Raty1= 1.3232 高层住宅建筑剪力墙结构设计+CAD图纸(29):http://www.youerw.com/gongcheng/lunwen_3300.html