关于新版软件嵌固端刚度比的问题

对于新版软件在确定嵌固端是的刚度比不知道怎么看了 还望大侠指点一二 下面是楼层的刚度
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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
Ratx2，Raty2 : X，Y 方向本层塔侧移刚度与上一层相应塔侧移刚度90%、110%或者150%比值
110%指当本层层高大于相邻上层层高1.5倍时，150%指嵌固层
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= 15.5335(m) Ystif= 7.0702(m) Alf = 0.0000(Degree)
Xmass= 15.3991(m) Ymass= 7.9730(m) Gmass(活荷折减)= 688.7764( 648.2749)(t)
Eex = 0.0082 Eey = 0.0871
Ratx = 1.0000 Raty = 1.0000
Ratx1=155367.0156 Raty1=126767.2266
Ratx2=120841.0156 Raty2= 98596.7344
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.8067E+07(kN/m) RJY1 = 6.5217E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.1614E+11(kN/m) RJY3 = 5.0054E+11(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 15.3922(m) Ystif= 6.9476(m) Alf = 0.0000(Degree)
Xmass= 15.4000(m) Ymass= 7.8914(m) Gmass(活荷折减)= 790.8057( 743.5624)(t)
Eex = 0.0005 Eey = 0.0912
Ratx = 0.0000 Raty = 0.0000
Ratx1= 2.1552 Raty1= 2.3170
Ratx2= 1.7341 Raty2= 1.8642
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.8067E+07(kN/m) RJY1 = 6.5217E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 4.7458E+06(kN/m) RJY3 = 5.6407E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 15.3642(m) Ystif= 7.0280(m) Alf = 0.0000(Degree)
Xmass= 15.4008(m) Ymass= 7.8915(m) Gmass(活荷折减)= 692.5750( 645.9774)(t)
Eex = 0.0024 Eey = 0.0853
Ratx = 0.6628 Raty = 0.6166
Ratx1= 1.7891 Raty1= 1.8954
Ratx2= 1.3915 Raty2= 1.4742
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.6932E+07(kN/m) RJY1 = 6.0421E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 3.1457E+06(kN/m) RJY3 = 3.4778E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 15.3992(m) Ystif= 7.1434(m) Alf = 0.0000(Degree)
Xmass= 15.4005(m) Ymass= 7.8816(m) Gmass(活荷折减)= 688.9237( 641.8353)(t)
Eex = 0.0001 Eey = 0.0724
Ratx = 0.7985 Raty = 0.7537
Ratx1= 1.6416 Raty1= 1.7365
Ratx2= 1.3116 Raty2= 1.3567
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.6580E+07(kN/m) RJY1 = 6.0359E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 2.5118E+06(kN/m) RJY3 = 2.6212E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)