RJX3，RJY3，RJZ3: 结构总体坐标系中塔的侧移刚度和扭转刚度(地震剪力与地震层间位移的比)
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  Floor No.   1     Tower No.   1
  Xstif=    23.4000(m)     Ystif=     9.1638(m)     Alf  =    45.0000(Degree)
  Xmass=    23.3337(m)     Ymass=     9.2031(m)     Gmass(活荷折减)=  1072.5850(  1003.9600)(t)
  Eex  =     0.0040        Eey  =     0.0024
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     1.1661        Raty1=     1.1584
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 1.3367E+06(kN/m)  RJY1 = 1.3367E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 7.0096E+05(kN/m)  RJY3 = 7.1716E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
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  Floor No.   2     Tower No.   1
  Xstif=    23.4000(m)     Ystif=     9.1646(m)     Alf  =    45.0000(Degree)
  Xmass=    23.3302(m)     Ymass=     9.2040(m)     Gmass(活荷折减)=  1018.6849(   950.0599)(t)
  Eex  =     0.0042        Eey  =     0.0024
  Ratx =     2.5625        Raty =     2.5625
  Ratx1=     1.3211        Raty1=     1.3463
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 3.4251E+06(kN/m)  RJY1 = 3.4251E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 7.7232E+05(kN/m)  RJY3 = 8.0217E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
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  Floor No.   3     Tower No.   1
  Xstif=    23.4000(m)     Ystif=     9.1646(m)     Alf  =    45.0000(Degree)
  Xmass=    23.3302(m)     Ymass=     9.2040(m)     Gmass(活荷折减)=  1018.6849(   950.0599)(t)
  Eex  =     0.0042        Eey  =     0.0024
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     1.3251        Raty1=     1.3595
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 3.4251E+06(kN/m)  RJY1 = 3.4251E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 7.5112E+05(kN/m)  RJY3 = 7.7489E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m) 八层框架建筑与结构设计+CAD图纸(15):http://www.751com.cn/gongcheng/lunwen_28101.html