摘要
通过对静力弹塑性分析(pushouer)方法的研究和应用,克服基于水平力模式分析方法中的理论不足,采用基于水平位移模式分析方法,便于确定结构层间位移和各构件的弹塑性变形.结合工程实例简要介绍了这种方法的基本原理和实施步骤,表明pushouer方法在工程应用中简单实用,便于操作,而且是一种对建筑结构进行抗震性能评估的快速、准确的方法.
With analying pushouer, overcoming insufficiency of the horizontal force pattern theory, adopting the method of horizontal displacement, it is easy to confirm structure level displacement and various components of pushouer. Through the practical examples, it introduces the Basic principle and implementation steps of pushouer. Also it shows pushouer should be simple and easy for operating in project application. Moreover, it is the fast and accurate method on evaluating the earthquake resistance performance to the construction structure.
出处
《河南科学》
2006年第5期737-740,共4页
Henan Science
基金
河南省"十五"教育科学规划项目(2003-JKGHB-512)
关键词
静力弹塑性分析:水平位移模式:抗震性能评估
pushouer
horizontal displacement pattern
earthquake resistance performance evaluation
