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高层住宅建筑剪力墙结构设计+CAD图纸(29)

时间:2017-02-23 11:07来源:毕业论文
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 = 8.0525E+05(kN/m) RJY3 = 8.5191E+05(kN/m) RJZ3 = 0.0000E+00(kN/m) RJX3/H = 2.7767E


  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 = 8.0525E+05(kN/m)  RJY3 = 8.5191E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 2.7767E+05(kN/m)  RJY3/H = 2.9376E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.   8     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=     1.3663        Raty1=     1.3661
  Ratx2=     1.1683        Raty2=     1.1711
  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 = 7.5561E+05(kN/m)  RJY3 = 7.9560E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 2.6055E+05(kN/m)  RJY3/H = 2.7434E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.   9     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=     1.3471        Raty1=     1.3391
  Ratx2=     1.1576        Raty2=     1.1558
  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 = 7.1863E+05(kN/m)  RJY3 = 7.5485E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 2.4780E+05(kN/m)  RJY3/H = 2.6029E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.  10     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=     1.3232 高层住宅建筑剪力墙结构设计+CAD图纸(29):http://www.youerw.com/gongcheng/lunwen_3300.html
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