这是我的计算文件，不知看那几个值，那位帮我指点下。自己看老是搞不清！！
各层刚心、偏心率、相邻层侧移刚度比等计算信息
Floor No : 层号
Tower No : 塔号
Xstif，Ystif : 刚心的 X，Y 坐标值
Alf : 层刚性主轴的方向
Xmass，Ymass : 质心的 X，Y 坐标值
Gmass : 总质量
Eex，Eey : X，Y 方向的偏心率
Ratx，Raty : X，Y 方向本层塔侧移刚度与下一层相应塔侧移刚度的比值
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
RJX，RJY，RJZ: 结构总体坐标系中塔的侧移刚度和扭转刚度
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Floor No. 1 Tower No. 1
Xstif= 9.4926(m) Ystif= 5.4510(m) Alf = 0.0000(Degree)
Xmass= 10.2900(m) Ymass= 4.6506(m) Gmass= 953.9954(t)
Eex = 0.0835 Eey = 0.0879
Ratx = 1.0000 Raty = 1.0000
Ratx1= 23.0253 Raty1= 20.5923 薄弱层地震剪力放大系数= 1.00
RJX = 6.5940E+07(kN/m) RJY = 1.0480E+08(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 9.5501(m) Ystif= 5.3041(m) Alf = 0.0000(Degree)
Xmass= 10.2900(m) Ymass= 4.6506(m) Gmass= 953.9954(t)
Eex = 0.0775 Eey = 0.0706
Ratx = 0.0613 Raty = 0.0694
Ratx1= 1.6768 Raty1= 2.0299 薄弱层地震剪力放大系数= 1.00
RJX = 4.0441E+06(kN/m) RJY = 7.2703E+06(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 3转换层 Tower No. 1
Xstif= 9.9835(m) Ystif= 6.2645(m) Alf = 0.0000(Degree)
Xmass= 10.3042(m) Ymass= 4.5183(m) Gmass= 1897.8705(t)
Eex = 0.0288 Eey = 0.2246
Ratx = 0.7439 Raty = 0.6648
Ratx1= 1.1659 Raty1= 1.3294 薄弱层地震剪力放大系数= 1.00
RJX = 3.0086E+06(kN/m) RJY = 4.8333E+06(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 10.8064(m) Ystif= 4.4409(m) Alf = 0.0000(Degree)
Xmass= 10.1155(m) Ymass= 4.5588(m) Gmass= 821.2158(t)
Eex = 0.0544 Eey = 0.0137
Ratx = 1.2253 Raty = 1.0746
Ratx1= 2.2416 Raty1= 2.1800 薄弱层地震剪力放大系数= 1.00
RJX = 3.6865E+06(kN/m) RJY = 5.1938E+06(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= 10.7362(m) Ystif= 4.3938(m) Alf = 0.0000(Degree)
Xmass= 10.1155(m) Ymass= 4.5588(m) Gmass= 821.2158(t)
Eex = 0.0480 Eey = 0.0191
Ratx = 0.6373 Raty = 0.6553
Ratx1= 1.7245 Raty1= 1.8005 薄弱层地震剪力放大系数= 1.00
RJX = 2.3495E+06(kN/m) RJY = 3.4036E+06(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 6 Tower No. 1
Xstif= 10.7362(m) Ystif= 4.3938(m) Alf = 0.0000(Degree)
Xmass= 10.1155(m) Ymass= 4.5588(m) Gmass= 821.2158(t)
Eex = 0.0480 Eey = 0.0191
Ratx = 0.8125 Raty = 0.7934
Ratx1= 1.5460 Raty1= 1.6543 薄弱层地震剪力放大系数= 1.00
RJX = 1.9089E+06(kN/m) RJY = 2.7005E+06(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 7 Tower No. 1
Xstif= 10.7362(m) Ystif= 4.3938(m) Alf = 0.0000(Degree)
Xmass= 10.1155(m) Ymass= 4.5588(m) Gmass= 821.2158(t)
Eex = 0.0480 Eey = 0.0191
Ratx = 0.8763 Raty = 0.8476
Ratx1= 1.4523 Raty1= 1.5595 薄弱层地震剪力放大系数= 1.00
RJX = 1.6727E+06(kN/m) RJY = 2.2888E+06(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 8 Tower No. 1
Xstif= 10.7362(m) Ystif= 4.3938(m) Alf = 0.0000(Degree)
Xmass= 10.1155(m) Ymass= 4.5588(m) Gmass= 821.2158(t)
Eex = 0.0480 Eey = 0.0191
Ratx = 0.9131 Raty = 0.8803
Ratx1= 1.3965 Raty1= 1.4973 薄弱层地震剪力放大系数= 1.00
RJX = 1.5274E+06(kN/m) RJY = 2.0148E+06(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 9 Tower No. 1
Xstif= 10.7362(m) Ystif= 4.3938(m) Alf = 0.0000(Degree)
Xmass= 10.1155(m) Ymass= 4.5588(m) Gmass= 821.2158(t)
Eex = 0.0480 Eey = 0.0191
Ratx = 0.9364 Raty = 0.9023
Ratx1= 1.3611 Raty1= 1.4526 薄弱层地震剪力放大系数= 1.00
RJX = 1.4302E+06(kN/m) RJY = 1.8181E+06(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 10 Tower No. 1
Xstif= 10.7362(m) Ystif= 4.3938(m) Alf = 0.0000(Degree)
Xmass= 10.1155(m) Ymass= 4.5588(m) Gmass= 821.2158(t)
Eex = 0.0480 Eey = 0.0191
Ratx = 0.9519 Raty = 0.9191
Ratx1= 1.3385 Raty1= 1.4201 薄弱层地震剪力放大系数= 1.00
RJX = 1.3614E+06(kN/m) RJY = 1.6709E+06(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 11 Tower No. 1
Xstif= 10.7362(m) Ystif= 4.3938(m) Alf = 0.0000(Degree)
Xmass= 10.1155(m) Ymass= 4.5588(m) Gmass= 821.2158(t)
Eex = 0.0480 Eey = 0.0191
Ratx = 0.9621 Raty = 0.9318
Ratx1= 1.3242 Raty1= 1.3968 薄弱层地震剪力放大系数= 1.00
RJX = 1.3099E+06(kN/m) RJY = 1.5570E+06(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 12 Tower No. 1
Xstif= 10.7362(m) Ystif= 4.3938(m) Alf = 0.0000(Degree)
Xmass= 10.1155(m) Ymass= 4.5588(m) Gmass= 821.2158(t)
Eex = 0.0480 Eey = 0.0191
Ratx = 0.9689 Raty = 0.9413
Ratx1= 1.3155 Raty1= 1.3803 薄弱层地震剪力放大系数= 1.00
RJX = 1.2691E+06(kN/m) RJY = 1.4656E+06(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 13 Tower No. 1
Xstif= 10.7362(m) Ystif= 4.3938(m) Alf = 0.0000(Degree)
Xmass= 10.1155(m) Ymass= 4.5588(m) Gmass= 821.2158(t)
Eex = 0.0480 Eey = 0.0191
Ratx = 0.9733 Raty = 0.9482
Ratx1= 1.3111 Raty1= 1.3686 薄弱层地震剪力放大系数= 1.00
RJX = 1.2352E+06(kN/m) RJY = 1.3897E+06(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------


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高位转换时转换层上部与下部结构的等效侧向刚度比
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采用的楼层刚度算法:层间剪力比层间位移算法
转换层所在层号= 3
转换层下部结构起止层号及高度= 2 3 9.60
转换层上部结构起止层号及高度= 4 6 8.40
X方向下部刚度= 0.1725E+07 X方向上部刚度= 0.8192E+06 X方向刚度比= 0.4155
Y方向下部刚度= 0.2903E+07 Y方向上部刚度= 0.1167E+07 Y方向刚度比= 0.3518

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