Ratx2= 1.1516 Raty2= 1.1462
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 = 6.8974E+05(kN/m) RJY3 = 7.2563E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 2.3784E+05(kN/m) RJY3/H = 2.5022E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 11 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= 1.3281 Raty1= 1.3164
Ratx2= 1.1461 Raty2= 1.1413
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 = 6.6552E+05(kN/m) RJY3 = 7.0343E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 2.2949E+05(kN/m) RJY3/H = 2.4256E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 12 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= 1.3208
Ratx2= 1.1431 Raty2= 1.1386
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 = 6.4521E+05(kN/m) RJY3 = 6.8483E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 2.2249E+05(kN/m) RJY3/H = 2.3615E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 13 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 高层住宅建筑剪力墙结构设计+CAD图纸(30):http://www.youerw.com/gongcheng/lunwen_3300.html