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。
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.
出处
《莱阳农学院学报》
1996年第4期288-292,共5页
Journal of Laiyang Agricultural College
关键词
框架结构
串联
多自由度体系
地震波
抗震性能
frame structure
muiti-degree-of-freedom systems
force-deflection relations
seismic waves
analysis of earthquake response
