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高层住宅建筑剪力墙结构设计+CAD图纸(31)

时间:2017-02-23 11:07来源:毕业论文
Ratx1= 1.3650 Raty1= 1.3481 Ratx2= 1.1486 Raty2= 1.1411 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 = 6.2716E+05(kN/m) RJY3 = 6


  Ratx1=     1.3650        Raty1=     1.3481
  Ratx2=     1.1486        Raty2=     1.1411
  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 = 6.2716E+05(kN/m)  RJY3 = 6.6828E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 2.1626E+05(kN/m)  RJY3/H = 2.3044E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.  14     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=     1.4388        Raty1=     1.4216
  Ratx2=     1.1645        Raty2=     1.1561
  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 = 6.0670E+05(kN/m)  RJY3 = 6.5071E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 2.0921E+05(kN/m)  RJY3/H = 2.2438E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.  15     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)=   585.0009(   542.5068)(t)
  Eex  =     0.0403        Eey  =     0.1125
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     1.5388        Raty1=     1.5327
  Ratx2=     1.1968        Raty2=     1.1921
  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 = 5.7889E+05(kN/m)  RJY3 = 6.2538E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 1.9962E+05(kN/m)  RJY3/H = 2.1565E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.  16     Tower No.   1
  Xstif=    10.6954(m)     Ystif=    17.2747(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  =     0.1077 高层住宅建筑剪力墙结构设计+CAD图纸(31):http://www.youerw.com/gongcheng/lunwen_3300.html
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