摘要
Push-over分析是实现基于性能抗震设计的重要方法之一,阐述了Push-over分析的基本原理和方法。利用ETABS程序对一栋超高层钢框架-钢支撑结构进行了静力弹塑性分析,并对其抗震性能进行了评估。分析结果表明,该结构在罕遇地震作用下是安全可行的。
Push-over analysis is one of the important methods for performance-based seismic design.It is reviewed the principles and methods of Push-over analysis.The Push-over analysis is applied to a super high rise steel braced frame structure by using ETABS program,and its seismic performance is evaluated.The results show that this structure is safe and reliable under infrequent earthquake.
出处
《工业建筑》
CSCD
北大核心
2009年第S1期643-646,共4页
Industrial Construction
