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高层住宅建筑剪力墙结构设计+CAD图纸(30)

时间:2017-02-23 11:07来源:毕业论文
Ratx2= 1.1516 Raty2= 1.1462 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 = 6.8974E+05(kN/m) RJY3 = 7.2563E+05(kN/m) RJZ3 = 0.000


  Ratx2=     1.1516        Raty2=     1.1462
  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 = 6.8974E+05(kN/m)  RJY3 = 7.2563E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 2.3784E+05(kN/m)  RJY3/H = 2.5022E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.  11     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=     1.3281        Raty1=     1.3164
  Ratx2=     1.1461        Raty2=     1.1413
  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 = 6.6552E+05(kN/m)  RJY3 = 7.0343E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 2.2949E+05(kN/m)  RJY3/H = 2.4256E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.  12     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=     1.3208
  Ratx2=     1.1431        Raty2=     1.1386
  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 = 6.4521E+05(kN/m)  RJY3 = 6.8483E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 2.2249E+05(kN/m)  RJY3/H = 2.3615E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.  13     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 高层住宅建筑剪力墙结构设计+CAD图纸(30):http://www.youerw.com/gongcheng/lunwen_3300.html
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