国内外非结构构件抗震性能研究进展  

Review on seismic study for nonstructural components

作　　者：韩庆华[1,2] 寇苗苗[1] 芦燕[1] 刘锡良[1] 

机构地区：[1]天津大学建筑工程学院,天津300072 [2]滨海土木工程结构与安全教育部重点实验室,天津300072

出　　处：《燕山大学学报》2014年第2期181-188,共8页Journal of Yanshan University

基　　金：国家自然科学基金资助项目(51078259;51308386);教育部新世纪优秀人才支持计划资助(NCET10-0613)

摘　　要：非结构构件在地震中的易损性带来的巨大人员和财产损失致使如何保证建筑中非结构构件抗震强度成为国内外研究学者关注的焦点。本文首先介绍了非结构构件的分类以及不同的震害表现;然后从抗震计算方法以及抗震构造措施两个方面综述了国内外非结构构件抗震性能的研究现状并对比了各国规范的相关设计规定;最后对非结构构件需要进一步展开的研究工作提出了建议。Maintaining the strength of nonstructural elements in a building has become an area of special focus and investigation at home and abroad, in consequence of the enormous earthquake damage to persons and property caused by seismic vulnerability ofnonstructural components. Classification and seismic response of different nonstructural elements are introduced firstly. The development of relevant research at home and abroad is summarized in two ways： seismic calculation method and details of seismic design. Foreign related code are also introduced and compared in this paper. At last, the latest hot research topics in the field are proposed.

关 键 词：非结构构件 等效侧力法 楼面反应谱法 抗震构造措施 抗震计算方法 

分 类 号：TU352.1[建筑科学—结构工程]