最近做了三层框架，是非抗震设防的层高均为4.2m，一层到基础顶6.0m，柱子全都是500x500mm
satwe都通过了，但是在WMASS.OUT文件如下：
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= 17.4230(m) Ystif= 12.5260(m) Alf = 45.0000(Degree)
Xmass= 17.4230(m) Ymass= 12.5260(m) Gmass= 465.7499(t)
Eex = 0.0000 Eey = 0.0000
Ratx = 1.0000 Raty = 1.0000
Ratx1= 0.8750 Raty1= 0.8750 薄弱层地震剪力放大系数= 1.15
RJX = 9.0000E+05(kN/m) RJY = 9.0000E+05(kN/m) RJZ = 1.2509E+07(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 17.4230(m) Ystif= 12.5260(m) Alf = 45.0000(Degree)
Xmass= 17.4230(m) Ymass= 12.5260(m) Gmass= 448.8749(t)
Eex = 0.0000 Eey = 0.0000
Ratx = 1.4286 Raty = 1.4286
Ratx1= 1.2500 Raty1= 1.2500 薄弱层地震剪力放大系数= 1.00
RJX = 1.2857E+06(kN/m) RJY = 1.2857E+06(kN/m) RJZ = 3.5334E+07(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 17.4230(m) Ystif= 12.5260(m) Alf = 45.0000(Degree)
Xmass= 17.4230(m) Ymass= 12.5260(m) Gmass= 448.8749(t)
Eex = 0.0000 Eey = 0.0000
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.2500 Raty1= 1.2500 薄弱层地震剪力放大系数= 1.00
RJX = 1.2857E+06(kN/m) RJY = 1.2857E+06(kN/m) RJZ = 3.5334E+07(kN/m)
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是不是侧层刚比不够，非抗震不设防，三层框架用考虑侧层刚比够不够吗？规范上没有说非抗震区及多层侧移刚度比要求呀。