高层住宅建筑剪力墙结构设计+CAD图纸(31)
Ratx1= 1.3650 Raty1= 1.3481
Ratx2= 1.1486 Raty2= 1.1411
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 = 6.2716E+05(kN/m) RJY3 = 6.6828E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 2.1626E+05(kN/m) RJY3/H = 2.3044E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 14 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= 1.4388 Raty1= 1.4216
Ratx2= 1.1645 Raty2= 1.1561
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 = 6.0670E+05(kN/m) RJY3 = 6.5071E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 2.0921E+05(kN/m) RJY3/H = 2.2438E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 15 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)= 585.0009( 542.5068)(t)
Eex = 0.0403 Eey = 0.1125
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.5388 Raty1= 1.5327
Ratx2= 1.1968 Raty2= 1.1921
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 = 5.7889E+05(kN/m) RJY3 = 6.2538E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 1.9962E+05(kN/m) RJY3/H = 2.1565E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 16 Tower No. 1
Xstif= 10.6954(m) Ystif= 17.2747(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 = 0.1077
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