框架结构抗震性能多波验算分析  

ANALYSIS OF EARTHQUAKE RESPONSE OF FRAME STRUCTURE

作　　者：张代涛[1] 宋菊芳[1] 

机构地区：[1]莱阳农学院农工系

出　　处：《莱阳农学院学报》1996年第4期288-292,共5页Journal of Laiyang Agricultural College

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.

关 键 词：框架结构 串联 多自由度体系 地震波 抗震性能 

分 类 号：TU375.4[建筑科学—结构工程]