首页 | 本学科首页   官方微博 | 高级检索  
     

具有外伸臂超高层结构的水平位移计算
引用本文:李春祥.具有外伸臂超高层结构的水平位移计算[J].建筑结构,1999(3).
作者姓名:李春祥
作者单位:同济大学建筑工程系!上海200092
摘    要:以设置四道外伸臂超高层结构为例,探讨了带外伸臂超高层建筑结构的水平位移计算问题。导出了求解外伸臂约束弯矩的矩阵方程,在此基础上推导了求解顶点水平位移的计算公式,同时探讨了外伸臂抗弯刚度的计算问题。最后给出了算例,说明外伸臂的有效性和计算方法对工程设计的实用性。

关 键 词:超高层结构  外伸臂  水平位移  位移指标

Calculation of the Lateral Deflection of Highrise Structure with Outtriggers
Li Chunxiang.Calculation of the Lateral Deflection of Highrise Structure with Outtriggers[J].Building Structure,1999(3).
Authors:Li Chunxiang
Affiliation:Li Chunxiang
Abstract:Directed against the actual engineering design, a four-outrigger highrise structure will be used to demonstrate the calculation of the lateral deflection. The matrix equation is derived to solve the outrigger restraining moments. On the equation, the formula of the top lateral deflection is derived. At the same time, the calculation of the bending rigid of the outriggers is studied. Eventually a numerical example is given to demonstrate its effectivity of outriggers in reducing the top lateral deflection and practicability of the calculation in the design.
Keywords:highrise structure  outrigger  lateral deflection  drift index
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号