摘要
本文主要对高层建筑结构静力弹塑性分析方法的研究现状进行了分析与探讨,文中讨论了这个研究领域存在的问题,并提出了该分析方法改进的策略。
In this paper, the state-of-the-art on the research of the static push-over analysis of tall building structures is reviewed. Problems existing in this research field are discussed and further improving tactics of the analytical method are presented.
出处
《工程抗震》
2003年第4期12-15,共4页
Earthquake Resistant Engineering
基金
湖南省自然科学基金(项目编号:02JJY2085)