摘要
采用通用的有限元计算软件,对异形柱框架剪力墙结构进行了受力分析,给出了在地震作用下结构的应力和变形的分布规律,为异形柱框架剪力墙结构的设计和施工提供了一定的参考依据。
This paper adopts the universal finite element calculating software to analyse the special-shaped column frame shear wall structure,Deducing variation law of the structure's stress and displacement under earthquake.These provide some references of design and construction for the special-shaped column frame shear wall structure.
出处
《水利科技与经济》
2010年第12期1377-1379,共3页
Water Conservancy Science and Technology and Economy
关键词
地震作用
有限元法
异形柱框架
剪力墙
earthquake
finite element method
special-shaped column frame
shear wall