轻钢框架半刚性连接节点的抗震性能研究现状  

RESEARCH STATUS ON ASEISMATIC PERFORMANCE OF SEMI-RIBID JOINTS OF LIGHT-GAUGE STEEL FRAME

作　　者：姜华[1] 郭秉山[1] 陈国兴[1] 张鑫[1] 

机构地区：[1]西安科技大学建筑与土木工程学院,西安710054

出　　处：《工业建筑》2010年第S1期559-561,共3页Industrial Construction

摘　　要：目前国内外关于轻型钢节点的研究主要集中在连接的强度和刚度上,关于抗震性能的研究还较少。通过对大量资料的阅读,总结了近年来国内外对轻钢结构钢框架半刚性节点的抗震性能研究。Current domestic and international studies on light steel joints focuse on the strength and stiffness of the connection,and the study on seismic performance is less.In this paper,from the reading of large amounts of data in recent years,it is summarized the research on semi-rigid joints of light steel frame at home and abroad,which may be a reference for future research.

关 键 词：轻钢框架 半刚性节点 抗震性能 

分 类 号：TU391[建筑科学—结构工程]