帮看计算书刚度比在那个位置,

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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
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= 44.5737(m) Ystif= 45.3854(m) Alf = 20.2693(Degree)
Xmass= 50.2109(m) Ymass= 41.5593(m) Gmass= 1552.4913(t)
Eex = 0.5004 Eey = 0.4117
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.2552 Raty1= 1.3318 薄弱层地震剪力放大系数= 1.00
RJX = 4.3025E+07(kN/m) RJY = 6.3212E+07(kN/m) RJZ = 5.4607E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 2 Tower No. 1
Xstif= 44.5721(m) Ystif= 45.3893(m) Alf = 20.1214(Degree)
Xmass= 50.2109(m) Ymass= 41.5593(m) Gmass= 1552.4913(t)
Eex = 0.5005 Eey = 0.4121
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.0942 Raty1= 1.2228 薄弱层地震剪力放大系数= 1.00
RJX = 4.3025E+07(kN/m) RJY = 6.3212E+07(kN/m) RJZ = 5.4611E+09(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 43.6258(m) Ystif= 42.5181(m) Alf = 18.7831(Degree)
Xmass= 44.8774(m) Ymass= 44.6707(m) Gmass= 1496.3988(t)
Eex = 0.1778 Eey = 0.3763
Ratx = 0.5480 Raty = 0.5646
Ratx1= 0.4758 Raty1= 0.5641 薄弱层地震剪力放大系数= 1.15
RJX = 2.3576E+07(kN/m) RJY = 3.5689E+07(kN/m) RJZ = 1.1677E+09(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
Ratx = 2.6271 Raty = 2.2160
Ratx1= 1.2500 Raty1= 1.2500 薄弱层地震剪力放大系数= 1.00
RJX = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 5 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 6 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 7 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 8 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 9 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 10 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 11 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 12 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 13 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 14 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 15 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 16 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 17 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 18 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 19 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 20 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 21 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 22 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 23 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 24 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 25 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 26 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 27 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 28 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 29 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 30 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 31 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 32 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------
Floor No. 33 Tower No. 1
Xstif= 46.0053(m) Ystif= 43.4564(m) Alf = 20.4380(Degree)
Xmass= 46.3147(m) Ymass= 45.5874(m) Gmass= 768.7629(t)
Eex = 0.0438 Eey = 0.3410
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 = 6.1937E+07(kN/m) RJY = 7.9086E+07(kN/m) RJZ = 3.0883E+09(kN/m)
---------------------------------------------------------------------------

============================================================================
高位转换时转换层上部与下部结构的等效侧向刚度比
============================================================================
采用的楼层刚度算法:剪切刚度算法
转换层所在层号= 3
转换层下部结构起止层号及高度= 3 3 5.00
转换层上部结构起止层号及高度= 4 4 3.00
X方向下部刚度= 0.2358E+08 X方向上部刚度= 0.6194E+08 X方向刚度比= 1.5762
Y方向下部刚度= 0.3569E+08 Y方向上部刚度= 0.7909E+08 Y方向刚度比= 1.3296

============================================================================
抗倾覆验算结果
============================================================================

抗倾覆弯矩Mr 倾覆弯矩Mov 比值Mr/Mov 零应力区(%)

X风荷载 5998977.0 202795.8 29.58 0.00
Y风荷载 5196271.5 204914.7 25.36 0.00
X 地震 5998977.0 136818.2 43.85 0.00
Y 地震 5196271.5 127541.0 40.74 0.00

============================================================================
结构整体稳定验算结果
============================================================================
X向刚重比 EJd/GH**2= 3.90
Y向刚重比 EJd/GH**2= 4.99
该结构刚重比EJd/GH**2大于1.4,能够通过高规(5.4.4)的整体稳定验算
该结构刚重比EJd/GH**2大于2.7,可以不考虑重力二阶效应

**********************************************************************
* 楼层抗剪承载力、及承载力比值 *
**********************************************************************

Ratio_Bu: 表示本层与上一层的承载力之比

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层号塔号 X向承载力 Y向承载力 Ratio_Bu:X,Y
----------------------------------------------------------------------
33 1 0.1453E+05 0.1889E+05 1.00 1.00
32 1 0.1488E+05 0.1947E+05 1.02 1.03
31 1 0.1519E+05 0.1984E+05 1.02 1.02
30 1 0.1557E+05 0.2024E+05 1.03 1.02
29 1 0.1581E+05 0.2060E+05 1.02 1.02
28 1 0.1610E+05 0.2098E+05 1.02 1.02
27 1 0.1660E+05 0.2140E+05 1.03 1.02
26 1 0.1681E+05 0.2175E+05 1.01 1.02
25 1 0.1711E+05 0.2213E+05 1.02 1.02
24 1 0.1739E+05 0.2247E+05 1.02 1.02
23 1 0.1764E+05 0.2293E+05 1.01 1.02
22 1 0.1798E+05 0.2323E+05 1.02 1.01
21 1 0.1824E+05 0.2356E+05 1.01 1.01
20 1 0.1838E+05 0.2380E+05 1.01 1.01
19 1 0.1852E+05 0.2398E+05 1.01 1.01
18 1 0.1862E+05 0.2413E+05 1.01 1.01
17 1 0.1872E+05 0.2430E+05 1.01 1.01
16 1 0.1887E+05 0.2463E+05 1.01 1.01
15 1 0.1896E+05 0.2481E+05 1.01 1.01
14 1 0.1900E+05 0.2481E+05 1.00 1.00
13 1 0.1904E+05 0.2482E+05 1.00 1.00
12 1 0.1912E+05 0.2477E+05 1.00 1.00
11 1 0.1917E+05 0.2471E+05 1.00 1.00
10 1 0.1919E+05 0.2466E+05 1.00 1.00
9 1 0.1920E+05 0.2460E+05 1.00 1.00
8 1 0.1921E+05 0.2452E+05 1.00 1.00
7 1 0.1922E+05 0.2450E+05 1.00 1.00
6 1 0.1926E+05 0.2467E+05 1.00 1.01
5 1 0.1932E+05 0.2444E+05 1.00 0.99
4 1 0.2749E+05 0.3553E+05 1.42 1.45
3 1 0.4516E+05 0.4902E+05 1.64 1.38
2 1 0.7057E+05 0.7112E+05 1.56 1.45
1 1 0.7209E+05 0.7114E+05 1.02 1.00