Ratx1，Raty1    : X，Y 方向本层塔侧移刚度与上一层相应塔侧移刚度70%的比值
                 或上三层平均侧移刚度80%的比值中之较小者
  RJX1，RJY1，RJZ1: 结构总体坐标系中塔的侧移刚度和扭转刚度(剪切刚度)
  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=    21.2279(m)     Ystif=    18.5206(m)     Alf  =     0.0000(Degree)
  Xmass=    21.9019(m)     Ymass=    19.2956(m)     Gmass(活荷折减)=  2659.2683(  2357.2454)(t)
  Eex  =     0.0306        Eey  =     0.0377
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     1.1670        Raty1=     1.1746
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 3.6001E+06(kN/m)  RJY1 = 3.6001E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 5.5567E+05(kN/m)  RJY3 = 6.3944E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
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  Floor No.   2     Tower No.   1
  Xstif=    21.2332(m)     Ystif=    18.5207(m)     Alf  =     0.0000(Degree)
  Xmass=    21.9659(m)     Ymass=    19.3797(m)     Gmass(活荷折减)=  2595.5378(  2293.5208)(t)
  Eex  =     0.0333        Eey  =     0.0418
  Ratx =     1.2889        Raty =     1.2889
  Ratx1=     1.4692        Raty1=     1.4764
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 4.6402E+06(kN/m)  RJY1 = 4.6402E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 6.8021E+05(kN/m)  RJY3 = 7.7769E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
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  Floor No.   3     Tower No.   1
  Xstif=    21.2332(m)     Ystif=    18.5246(m)     Alf  =     0.0000(Degree)
  Xmass=    21.8857(m)     Ymass=    19.3830(m)     Gmass(活荷折减)=  2161.8513(  2024.3157)(t)
  Eex  =     0.0296        Eey  =     0.0418
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     4.8568        Raty1=     4.0910
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 4.6402E+06(kN/m)  RJY1 = 4.6402E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 6.6140E+05(kN/m)  RJY3 = 7.5250E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m) 现浇钢筋混凝土框架结构三层物流厂房建筑与结构设计(19):http://www.youerw.com/gongcheng/lunwen_3895.html