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。
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
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1997年第4期37-43,共7页
Journal of Building Structures
关键词
剪力墙结构
单肢剪力墙
双肢剪力墙
厚度
single and coupled shear wall, variable thickness wall, overall stability, fundamental period
