Eex = 0.0060 Eey = 0.1744
Ratx = 0.5524 Raty = 0.5552
Ratx1= 1.8476 Raty1= 1.9253
Ratx2= 1.6423 Raty2= 1.7114
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.5233E+07(kN/m) RJY1 = 4.7567E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 3.1484E+06(kN/m) RJY3 = 4.0849E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 8.7457E+05(kN/m) RJY3/H = 1.1347E+06(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 2.0924(m) Ystif= 32.7548(m) Alf = 0.0000(Degree)
Xmass= 2.1680(m) Ymass= 31.0403(m) Gmass(活荷折减)= 908.6115( 845.0511)(t)
Eex = 0.0044 Eey = 0.1409
Ratx = 1.1504 Raty = 1.1565
Ratx1= 1.6092 Raty1= 1.7439
Ratx2= 1.3129 Raty2= 1.3717
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.2038E+07(kN/m) RJY1 = 5.5010E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 2.4344E+06(kN/m) RJY3 = 3.0310E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 7.7284E+05(kN/m) RJY3/H = 9.6222E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 1.5607(m) Ystif= 32.6707(m) Alf = 0.0000(Degree)
Xmass= 1.8828(m) Ymass= 30.8936(m) Gmass(活荷折减)= 890.1989( 827.5006)(t)
Eex = 0.0190 Eey = 0.1453
Ratx = 1.0000 Raty = 0.9584
Ratx1= 1.4676 Raty1= 1.5842
Ratx2= 1.2266 Raty2= 1.2761
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.2038E+07(kN/m) RJY1 = 5.2724E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 2.0603E+06(kN/m) RJY3 = 2.4552E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 6.5408E+05(kN/m) RJY3/H = 7.7943E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= 1.5607(m) Ystif= 32.6707(m) Alf = 0.0000(Degree) 教师公寓建筑与结构设计+计算书+CAD图纸(37):http://www.youerw.com/gongcheng/lunwen_4591.html