摘要
阐述了框架剪力墙结构体系的概念,介绍了采用双肢墙理论计算框架剪力墙结构在水平荷载作用下的侧移,经实践证明,该方法简便快捷,可供类似结构计算借鉴。
It illustrates concept of frame shear wall structure system, calculation of side-sway under horizontal load by battened wall theory is introduced, this mean is simple and which can be referred in similar structrure.
出处
《山西建筑》
2005年第18期61-62,共2页
Shanxi Architecture
关键词
框架剪力墙结构
侧移
双肢墙
frame shear wall structure, side-sway, battened wall
