摘要
本文基于国内外现行的结构抗震安全评估体系,结合工程实例探讨了应用弹性、动力弹塑性时程及静力非线性Push-over法进行评估的基本原则及各自特点,为进一步的研究提供一定的参考依据。
In this paper, based On the active evaluation system of the earthquake resisting behavior, the time-history analysis is compared with the Push-over analysis in assessing seismic performances of existing structures, and several key problems which should be paid more attention in the further study are presented.
出处
《工程抗震与加固改造》
2007年第6期86-90,共5页
Earthquake Resistant Engineering and Retrofitting
关键词
现役结构
安全评估
动力时程分析
Push-over法
existing building structures
seismic safety evaluation
time-history analysis
push-over analysis
作者简介
杨均（1982～），女，汉族，河南省三门峡市人，西北工业大学力学与土木建筑学院在校硕士研究生，研究方向为结构工程，E—mail：yang369999@sina．com
