关于刚度问题

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= 15.3810(m) Ystif= 12.9880(m) Alf = 45.0000(Degree)
Xmass= 15.3810(m) Ymass= 12.9880(m) Gmass= 340.9776(t)
Eex = 0.0000 Eey = 0.0000
Ratx = 1.0000 Raty = 1.0000
Ratx1= 3.0510 Raty1= 3.1230 薄弱层地震剪力放大系数= 1.00
RJX = 2.1009E+06(kN/m) RJY = 1.9320E+06(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 15.3810(m) Ystif= 12.9880(m) Alf = 45.0000(Degree)
Xmass= 15.3810(m) Ymass= 12.9880(m) Gmass= 340.9776(t)
Eex = 0.0000 Eey = 0.0000
Ratx = 0.4682 Raty = 0.4574
Ratx1= 1.6649 Raty1= 1.7268 薄弱层地震剪力放大系数= 1.00
RJX = 9.8373E+05(kN/m) RJY = 8.8375E+05(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 15.3810(m) Ystif= 12.9880(m) Alf = 45.0000(Degree)
Xmass= 15.3810(m) Ymass= 12.9880(m) Gmass= 340.9776(t)
Eex = 0.0000 Eey = 0.0000
Ratx = 0.8057 Raty = 0.7895
Ratx1= 1.4103 Raty1= 1.4571 薄弱层地震剪力放大系数= 1.00
RJX = 7.9260E+05(kN/m) RJY = 6.9776E+05(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 15.3810(m) Ystif= 12.9880(m) Alf = 45.0000(Degree)
Xmass= 15.3810(m) Ymass= 12.9880(m) Gmass= 340.9776(t)
Eex = 0.0000 Eey = 0.0000
Ratx = 0.9158 Raty = 0.8997
Ratx1= 1.3206 Raty1= 1.3600 薄弱层地震剪力放大系数= 1.00
RJX = 7.2587E+05(kN/m) RJY = 6.2780E+05(kN/m) RJZ = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= 15.3810(m) Ystif= 12.9880(m) Alf = 45.0000(Degree)
Xmass= 15.3810(m) Ymass= 12.9880(m) Gmass= 340.9776(t)
Eex = 0.0000 Eey = 0.0000
Ratx = 0.9606 Raty = 0.9455
Ratx1= 1.2794 Raty1= 1.3138 薄弱层地震剪力放大系数= 1.00
RJX = 6.9726E+05(kN/m) RJY = 5.9360E+05(kN/m) RJZ = 0.0000E+00(kN/m)
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请各位帮我看看这计算书中存在的问题，本人新手，切莫笑话