RJX3/H = 3.7491E+05(kN/m)  RJY3/H = 3.4556E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------
  Floor No.  11     Tower No.   1
  Xstif=     1.6362(m)     Ystif=    32.3566(m)     Alf  =     0.0000(Degree)
  Xmass=     1.9132(m)     Ymass=    30.9463(m)     Gmass(活荷折减)=   836.2623(   777.3444)(t)
  Eex  =     0.0169        Eey  =     0.1162
  Ratx =     1.0161        Raty =     1.0161
  Ratx1=     5.9363        Raty1=     6.9504
  Ratx2=     4.6737        Raty2=     5.4720
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 5.2877E+07(kN/m)  RJY1 = 5.3574E+07(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 7.8409E+05(kN/m)  RJY3 = 6.9102E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 2.5293E+05(kN/m)  RJY3/H = 2.2291E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------
  Floor No.  12     Tower No.   1
  Xstif=    -9.7058(m)     Ystif=    37.5351(m)     Alf  =     0.0000(Degree)
  Xmass=    -9.1436(m)     Ymass=    37.6423(m)     Gmass(活荷折减)=    37.8242(    36.1442)(t)
  Eex  =     0.1580        Eey  =     0.0496
  Ratx =     0.0536        Raty =     0.0734
  Ratx1=     1.0000        Raty1=     1.0000
  Ratx2=     1.0000        Raty2=     1.0000
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 2.8329E+06(kN/m)  RJY1 = 3.9344E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 8.6240E+04(kN/m)  RJY3 = 5.4074E+04(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 2.8275E+04(kN/m)  RJY3/H = 1.7729E+04(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
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  Floor No.  13     Tower No.   1
  Xstif=     6.3730(m)     Ystif=    35.0606(m)     Alf  =     0.0000(Degree)
  Xmass=     6.7161(m)     Ymass=    36.2916(m)     Gmass(活荷折减)=   102.1640(    96.9050)(t)
  Eex  =     0.0877        Eey  =     0.3389
  Ratx =     0.1086        Raty =     0.1179
  Ratx1=     1.0000        Raty1=     1.0000
  Ratx2=     1.0000        Raty2=     1.0000 教师公寓建筑与结构设计+计算书+CAD图纸(40):http://www.youerw.com/gongcheng/lunwen_4591.html