非结构构件抗震韧性技术研究综述  

A review of research on seismic toughness technology for nonstructural components

作　　者：刘福禄 辛力[1] 岳焱超[2] 陈杰 张宇航 Liu Fulu;Xin Li;Yue Yanchao;Chen Jie;Zhang Yuhang(China Northwest Building Design Research Institute Co.,Ltd.,Xi’an Shaanxi 710018,China;Xi’an Jiaotong University,Xi’an Shaanxi 710049,China)

机构地区：[1]中国建筑西北设计研究院有限公司,陕西西安710018 [2]西安交通大学,陕西西安710049

出　　处：《山西建筑》2025年第4期54-58,共5页Shanxi Architecture

摘　　要：建筑非结构构件的抗震破坏程度较大,损失较为严重,但是其投资占比大、功能性强,因此越来越受到相关学者和工程师的重视,文章论述了非结构构件的抗震韧性技术研究进展,介绍了抗震韧性理念与非结构构件的分类,分析了建筑工程常见的非结构构件的震害表现与研究现状。结合实际工程经验,总结了国内现行规范中设计及施工方法和合理处理建议,希望能为非结构构件抗震韧性技术的后续发展提供参考。A significant amount of earthquake damage has shown that the seismic damage to building non-structural components is considerable and the losses are severe.Despite this,these components constitute a large proportion of investment and play crucial functional roles,thus attracting increasing attention from scholars and engineers.This paper reviews the research progress on the seismic toughness technology of non-structural components.Firstly,the concept of seismic toughness and the categorization of non-structural components are introduced.Secondly,the seismic performance and current research status of common non-structural components in construction engineering are summarized.Finally,based on practical engineering experience,summarized the reasonable treatment suggestions for design and construction methods in current domestic and foreign specifications,aiming to provide a reference for the future development of seismic toughness technology for non-structural components.

关 键 词：非结构构件 填充墙 吊顶 抗震支吊架 

分 类 号：TU352.11[建筑科学—结构工程]