高层住宅建筑剪力墙结构设计+CAD图纸(32)
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.6512 Raty1= 1.6383
Ratx2= 1.2842 Raty2= 1.2742
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 = 5.3743E+05(kN/m) RJY3 = 5.8289E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 1.8532E+05(kN/m) RJY3/H = 2.0100E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 17 Tower No. 1
Xstif= 10.6837(m) Ystif= 17.3067(m) Alf = 0.0000(Degree)
Xmass= 11.2224(m) Ymass= 16.0775(m) Gmass(活荷折减)= 585.0012( 542.5070)(t)
Eex = 0.0405 Eey = 0.1103
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.9433 Raty1= 1.9096
Ratx2= 1.5115 Raty2= 1.4852
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 = 4.6498E+05(kN/m) RJY3 = 5.0828E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 1.6034E+05(kN/m) RJY3/H = 1.7527E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 18 Tower No. 1
Xstif= 10.9295(m) Ystif= 17.4430(m) Alf = 0.0000(Degree)
Xmass= 11.1681(m) Ymass= 15.9069(m) Gmass(活荷折减)= 649.3231( 604.8802)(t)
Eex = 0.0174 Eey = 0.1372
Ratx = 1.0000 Raty = 1.0000
Ratx1= 7.3873 Raty1= 6.9049
Ratx2= 3.5452 Raty2= 3.3137
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 = 3.4181E+05(kN/m) RJY3 = 3.8025E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 1.1787E+05(kN/m) RJY3/H = 1.3112E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 19 Tower No. 1
Xstif= 10.2114(m) Ystif= 19.8155(m) Alf = 0.0000(Degree)
Xmass= 11.0352(m) Ymass= 16.5350(m) Gmass(活荷折减)= 145.5136( 144.2482)(t)
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