半刚性连接钢框架的抗震性能研究现状  

Research Status on Seismic Performance of Steel Frame with Semi-rigid Connection

作　　者：胡长姣 王新武[2] 

机构地区：[1]河南科技大学土木工程学院,河南洛阳471023 [2]洛阳理工学院土木工程系,河南洛阳471023

出　　处：《洛阳理工学院学报（自然科学版）》2014年第3期27-32,共6页Journal of Luoyang Institute of Science and Technology：Natural Science Edition

基　　金：国家自然科学基金资助项目(51278238);河南省科技创新杰出青年基金项目(134100510010)

摘　　要：介绍了国内近几年在试验和理论方面对半刚性连接钢框架抗震性能的研究现状,归纳其研究成果得出:半刚性连接钢框架具有较好的抗震性能。并指出研究中存在的不足,对存在的问题提出建议和今后研究的重点作出展望,为更好地研究半刚性连接钢框架的抗震性能以及促进钢框架在实际工程中的应用提供理论依据。Domestic researches in recent years have been introduced experimentally and theoretically on the seismic behavior of steel frame with semi rigid connection. The results of researches can be summarized and reach the conclusion that steel frame with semi-rigid connection has a better seismic performance. The insufficiency in researches have also been pointed out and given suggestions, and the key research in the future has been previewed, to provide a theoretical basis for studying the seismic performance of the steel frame with semi-rigid connection and promote the application of the steel frame in project.

关 键 词：钢框架 半刚性连接 抗震性能 

分 类 号：TU375[建筑科学—结构工程]