框架填充墙结构抗震性能研究的回顾与展望  

Review and Prospect of Seismic Performance of Infilled-wall Frame Structure

作　　者：刘猛[1] 李烁[1] 高中山[1] 匡景瑞 

机构地区：[1]辽宁工业大学土木建筑工程学院,辽宁锦州121001

出　　处：《辽宁工业大学学报（自然科学版）》2015年第3期157-159,共3页Journal of Liaoning University of Technology(Natural Science Edition)

摘　　要：为研究和改进框架填充墙结构的抗震性能,分析了框架与填充墙之间连接方法和新型填充墙的研究现状,其中连接方法包括柔性连接、刚性连接。在此基础上,分析了柔性连接和刚性连接的优缺点,并展望了框架填充墙结构抗震性能研究的发展方向。In order to study and improve the seismic performance of infilled-wall frame structure, the status of connecting methods between infilled wall and frames was analyzed, as well as the new type of infilled wall. And the connecting methods include flexible connection and rigid connection. The advantages and disadvantages of the flexible connection and rigid connection were analyzed. Outlook of the development direction on the research of seismic performance of infilled-wall frame structure was made in the end.

关 键 词：框架 填充墙 抗震 连接 

分 类 号：TU323.5[建筑科学—结构工程]