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高层住宅建筑剪力墙结构设计+CAD图纸(27)

时间:2017-02-23 11:07来源:毕业论文
Floor No. 2 Tower No. 1 Xstif= 10.7422(m) Ystif= 17.9701(m) Alf = 0.8628(Degree) Xmass= 11.2238(m) Ymass= 16.4587(m) Gmass(活荷折减)= 606.5646( 562.6218)(t) Eex = 0.0370 Eey = 0.1362 Ratx = 0.4856


  Floor No.   2     Tower No.   1
  Xstif=    10.7422(m)     Ystif=    17.9701(m)     Alf  =     0.8628(Degree)
  Xmass=    11.2238(m)     Ymass=    16.4587(m)     Gmass(活荷折减)=   606.5646(   562.6218)(t)
  Eex  =     0.0370        Eey  =     0.1362
  Ratx =     0.4856        Raty =     0.7287
  Ratx1=     2.5347        Raty1=     2.6638
  Ratx2=     1.9714        Raty2=     2.0718
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 3.1170E+07(kN/m)  RJY1 = 4.2491E+07(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 2.5960E+06(kN/m)  RJY3 = 3.1404E+06(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 8.9517E+05(kN/m)  RJY3/H = 1.0829E+06(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.   3     Tower No.   1
  Xstif=    10.6790(m)     Ystif=    17.3325(m)     Alf  =     0.0000(Degree)
  Xmass=    11.2229(m)     Ymass=    16.0782(m)     Gmass(活荷折减)=   585.0793(   542.5852)(t)
  Eex  =     0.0403        Eey  =     0.1125
  Ratx =     0.8742        Raty =     0.9807
  Ratx1=     1.8406        Raty1=     1.9089
  Ratx2=     1.4316        Raty2=     1.4847
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 2.7248E+07(kN/m)  RJY1 = 4.1669E+07(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 1.4631E+06(kN/m)  RJY3 = 1.6842E+06(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 5.0452E+05(kN/m)  RJY3/H = 5.8076E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.   4     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 =     0.9980
  Ratx1=     1.6073        Raty1=     1.6667
  Ratx2=     1.2988        Raty2=     1.3303
  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 = 1.1356E+06(kN/m)  RJY3 = 1.2604E+06(kN/m)  RJZ3 = 0.0000E+00(kN/m) 高层住宅建筑剪力墙结构设计+CAD图纸(27):http://www.youerw.com/gongcheng/lunwen_3300.html
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