晕看错了，图太小，不用考虑加壁柱那里没梁 哈哈，一走神 ，当砖混楼看了。....不好意思

先概念设计，注重漏空柱的刚度，适当加大一点，三层框梁可适增大其刚度
建模计算时，注意漏空柱的平面内（外）的计算长度一定要正确，轴压比控制可稍小一点，这样柱配筋不会过大
做到这样就可以了
yinggai

我想知道建模处理时关于空柱的平面内（外）的计算长度如何调整正确呢？？？？？

该工程6度抗震，有一层无人防地下室。屋顶有一楼梯上屋面。初步建摸，将总信息复制上来，请大家帮我参考下。

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
===========================================================================
Floor No. 1 Tower No. 1
Xstif= 24.8040(m) Ystif= 14.1788(m) Alf = 0.0000(Degree)
Xmass= 25.3939(m) Ymass= 12.5742(m) Gmass= 1303.9425(t)
Eex = 0.0421 Eey = 0.0667
Ratx = 1.0000 Raty = 1.0000
Ratx1= 539.9734 Raty1= 175.8385 薄弱层地震剪力放大系数= 1.00
RJX = 2.7041E+08(kN/m) RJY = 7.8708E+07(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 2 Tower No. 1
Xstif= 24.6046(m) Ystif= 10.5047(m) Alf = 0.0000(Degree)
Xmass= 25.1645(m) Ymass= 12.2127(m) Gmass= 490.4537(t)
Eex = 0.0299 Eey = 0.1025
Ratx = 0.0026 Raty = 0.0081
Ratx1= 1.5063 Raty1= 1.5956 薄弱层地震剪力放大系数= 1.00
RJX = 7.1541E+05(kN/m) RJY = 6.3945E+05(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 3 Tower No. 1
Xstif= 24.6046(m) Ystif= 10.5047(m) Alf = 0.0000(Degree)
Xmass= 24.6677(m) Ymass= 11.2550(m) Gmass= 995.2789(t)
Eex = 0.0034 Eey = 0.0450
Ratx = 0.7112 Raty = 0.7097
Ratx1= 0.9990 Raty1= 1.0922 薄弱层地震剪力放大系数= 1.15
RJX = 5.0880E+05(kN/m) RJY = 4.5379E+05(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 4 Tower No. 1
Xstif= 24.9626(m) Ystif= 11.3789(m) Alf = 0.0000(Degree)
Xmass= 24.7166(m) Ymass= 11.8926(m) Gmass= 904.1330(t)
Eex = 0.0126 Eey = 0.0296
Ratx = 1.2429 Raty = 1.1700
Ratx1= 1.2437 Raty1= 1.3117 薄弱层地震剪力放大系数= 1.00
RJX = 6.3238E+05(kN/m) RJY = 5.3092E+05(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 5 Tower No. 1
Xstif= 24.9626(m) Ystif= 11.3789(m) Alf = 0.0000(Degree)
Xmass= 24.7166(m) Ymass= 11.8926(m) Gmass= 904.1330(t)
Eex = 0.0126 Eey = 0.0296
Ratx = 1.0118 Raty = 0.9759
Ratx1= 1.3130 Raty1= 1.3868 薄弱层地震剪力放大系数= 1.00
RJX = 6.3982E+05(kN/m) RJY = 5.1814E+05(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 6 Tower No. 1
Xstif= 24.9626(m) Ystif= 11.3789(m) Alf = 0.0000(Degree)
Xmass= 24.7166(m) Ymass= 11.8926(m) Gmass= 904.1330(t)
Eex = 0.0126 Eey = 0.0296
Ratx = 0.9968 Raty = 0.9824
Ratx1= 1.4481 Raty1= 1.4820 薄弱层地震剪力放大系数= 1.00
RJX = 6.3779E+05(kN/m) RJY = 5.0900E+05(kN/m) RJZ = 0.0000E+00(kN/m)

---------------------------------------------------------------------------
Floor No. 7 Tower No. 1
Xstif= 24.9626(m) Ystif= 11.3789(m) Alf = 0.0000(Degree)
Xmass= 24.7166(m) Ymass= 11.8926(m) Gmass= 904.1330(t)
Eex = 0.0126 Eey = 0.0296
Ratx = 0.9865 Raty = 0.9639
Ratx1= 1.6039 Raty1= 1.7462 薄弱层地震剪力放大系数= 1.00
RJX = 6.2919E+05(kN/m) RJY = 4.9065E+05(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 8 Tower No. 1
Xstif= 24.9626(m) Ystif= 11.3789(m) Alf = 0.0000(Degree)
Xmass= 25.4998(m) Ymass= 11.8136(m) Gmass= 803.9569(t)
Eex = 0.0275 Eey = 0.0250
Ratx = 0.8907 Raty = 0.8181
Ratx1= 12.1460 Raty1= 11.4670 薄弱层地震剪力放大系数= 1.00
RJX = 5.6043E+05(kN/m) RJY = 4.0139E+05(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No. 9 Tower No. 1
Xstif= 48.0767(m) Ystif= 9.8896(m) Alf = 0.0000(Degree)
Xmass= 47.7093(m) Ymass= 10.1854(m) Gmass= 56.8482(t)
Eex = 0.1020 Eey = 0.0966
Ratx = 0.1029 Raty = 0.1090
Ratx1= 1.2500 Raty1= 1.2500 薄弱层地震剪力放大系数= 1.00
RJX = 5.7676E+04(kN/m) RJY = 4.3756E+04(kN/m) RJZ = 0.0000E+00(kN/m)
---------------------------------------------------------------------------

很不错的图纸，谢谢楼主慷慨分享个人成果，设计在交流中进步。

谢谢楼主的共享，正需要可以用来学学习习了，谢谢啦！