摘要
广州某住宅为高度159 m的超限高层建筑，采用钢筋混凝土剪力墙结构体系。本文采用SATWE、MIDAS进行多遇地震作用风荷载作用下结构的计算分析，并进行了弹性时程分析以及大震下的静力弹塑性推覆分析。
A residence in Guangzhou is the overrun high-rise building with 159m by using reinforced concrete shear wal structure system. This paper uses the SATWE, MIDAS to calculate and analysis of the structure under more severe earthquake and wind load, and carries on the elastic dynamic analysis and the static elastic-plastic pushover analysis.
出处
《城市建筑》
2014年第15期83-84,共2页
Urbanism and Architecture
关键词
超限结构
弹塑性分析
时程分析
overrun structure
elastic-plastic analysis
time-pr-ocedure analysis
