节点文献

单肢及双肢剪力墙结构

Single and Coupled Shear Wall Structures

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 王寿康张毛心杨立

【Author】 Wang Shoukang; Zhang Maoxin; (Hunan University) Yang Li (Changsha Design Institute of Non-ferrous Metals)

【机构】 湖南大学!长沙410012长沙有色冶金设计院

【摘要】 本文对于等厚度及变厚度的单肢与双肢剪力培结构提供了静力及动力的实用分析方法。设计此类结构时,可从等厚度的情况入手,适当地减小其厚度,使其基本上保持原有的刚度、整体稳定及基本周期,而又获得经济效益。文中有算例。

【Abstract】 A simple method of analysis is presented for calculating the deflection curve, elastic critical load and fundamental period of single and coupled shear wall structures with either uniform or variable thickness. It has been found that through analysis, the static and dynamic behavior of these structures will almost not be affected by appropriately reducing their thickness. This results appears to be useful in practical designs for economic purpose. Numerical examples are given at the end of the paper

  • 【文献出处】 建筑结构学报 ,JOURNAL OF BUILDING STRUCTURES , 编辑部邮箱 ,1997年04期
  • 【分类号】TU398
  • 【被引频次】4
  • 【下载频次】196
节点文献中: 

本文链接的文献网络图示:

本文的引文网络