请查高规和抗规吧

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(剪切刚度)
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= 36.4461(m) Ystif= 12.3625(m) Alf = 45.0000(Degree)
Xmass= 35.8494(m) Ymass= 12.6088(m) Gmass(活荷折减)= 1426.9481( 1332.8622)(t)
Eex = 0.0302 Eey = 0.0125
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.0831 Raty1= 1.1337
薄弱层地震剪力放大系数= 1.00
RJX1 = 3.7360E+06(kN/m) RJY1 = 3.7360E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 7.0232E+05(kN/m) RJY3 = 6.6687E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 36.4443(m) Ystif= 12.3672(m) Alf = 45.0000(Degree)
Xmass= 35.9239(m) Ymass= 12.7289(m) Gmass(活荷折减)= 1356.4502( 1255.6554)(t)
Eex = 0.0264 Eey = 0.0183
Ratx = 1.5000 Raty = 1.5000
Ratx1= 1.5960 Raty1= 1.6099
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.6040E+06(kN/m) RJY1 = 5.6040E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 9.2635E+05(kN/m) RJY3 = 8.4030E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 36.4442(m) Ystif= 12.3671(m) Alf = 45.0000(Degree)
Xmass= 35.4739(m) Ymass= 12.3193(m) Gmass(活荷折减)= 1180.8375( 1099.0498)(t)
Eex = 0.0491 Eey = 0.0024
Ratx = 1.0000 Raty = 1.0000
Ratx1= 26.9811 Raty1= 22.0089
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.6040E+06(kN/m) RJY1 = 5.6040E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 8.2917E+05(kN/m) RJY3 = 7.4566E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 60.9053(m) Ystif= 23.7112(m) Alf = 45.0000(Degree)
Xmass= 60.7167(m) Ymass= 23.0302(m) Gmass(活荷折减)= 38.2616( 37.7060)(t)
Eex = 0.0595 Eey = 0.2147
Ratx = 0.1228 Raty = 0.1228
Ratx1= 1.0000 Raty1= 1.0000
薄弱层地震剪力放大系数= 1.00
RJX1 = 6.8800E+05(kN/m) RJY1 = 6.8800E+05(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 4.3902E+04(kN/m) RJY3 = 4.8400E+04(kN/m) RJZ3 = 0.0000E+00(kN/m)
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X方向最小刚度比: 1.0000(第 4层第 1塔)
Y方向最小刚度比: 1.0000(第 4层第 1塔)
也不知道我的这个刚度比合适不

楼上这个比较合适

合适，看《抗规》表3.4.3-2

霜雪寒潇 发表于 2013-9-5 15:13 楼上这个比较合适怎么看合适啊Ratx，Raty Ratx1，Raty1怎么看啊？

不小于1.0，看高规

nuanshuiping 发表于 2013-9-5 17:04 怎么看合适啊Ratx，Raty Ratx1，Raty1怎么看啊？抗规3.4.3条表3.4.3-2及条文说明，下面一层塔的侧向刚度和上层塔侧向刚度的70%的比值，显然结果是要大于1的，即Ratx1，Raty1的值要大于1

高规 抗规均有明文要求的

霜雪寒潇 发表于 2013-9-6 08:47 抗规3.4.3条表3.4.3-2及条文说明，下面一层塔的侧向刚度和上层塔侧向刚度的70%的比值，显然结果是要大于1 …您好，那Ratx，Raty不需要看吗？谢谢

这个比较合适