结构工程师Issue(4)：1-5,5.
浅谈框架-剪力墙结构扭转位移比的控制
Design for Controlling Rotational Displacement of a Frame-shear Wall Structure
王凌云1
作者信息
- 1. 同济大学建筑设计研究院 集团 有限公司，上海 200092
- 折叠
摘要
Abstract
Structural design of the People’s Hospital Building in FuKang of Xinjiang Province was reported in this paper.Different models,including a frame structure and frame shear wall structures with different arrangements of shear wall configuration were established.To control the torsion properties within reasonable limits and to meet the anti-seismic performance requirements,structural analyses were conducted by using these different models.Param-eters including the inter-story drift and the displacement ratio under frequent earthquakes were compared.关键词
框架-剪力墙结构/扭转性能/位移比/周期比Key words
frame-shear wall structure/torsion property/displacement ratio/natural period ratio引用本文复制引用
王凌云..浅谈框架-剪力墙结构扭转位移比的控制[J].结构工程师,2014,(4):1-5,5.
