摘要
将结构静力弹塑性分析与地震反应谱结合起来的ｐｕｓｈ－ｏｖｅｒ方法作为一种简单而有效的结构 抗震能力评价工具，目前已在我国逐渐得到推广应用。本文简要介绍了这种方法的原理和实施步骤， 给出了几个计算实例，并就其进一步的研究内容提出了建议。
Push-over analysis as a combination of nonlinear static analysis and earthquake response spectrum, is employed as a simple but effective tool for the assessment of structural seismic capacity. It is being gradually put into practice in China. This paper presents a concise introduction to the push-over analysis with several examples and discusses its further research trend and contents.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
2000年第1期37-43,51,共8页
Journal of Building Structures
基金
国家自然科学基金!59869002
云南省自然科学基金!98E055M
97E018Q
关键词
静力弹塑性分析
反应谱
结构抗震性能
建筑结构
push-over method, nonlinear static analysis, response spectrum, structural seismic capacity
