摘要
利用串联多自由度体系的模型,采用退化三线性骨架曲线。在多波验算的基础上,对目前我国大量存在框架结构房屋的抗震性能进行了分析
This paper present an analysis of Earthquake Response for series muiti-degree-of-freedom system sunder the action of seismic waves. Tri-liner-force-deflection relations are considered. Someexamples of practical after earthquake disaster are given, and some problems in the analysis are discussed.