东南大学学报（自然科学版）2023，Vol.53Issue(6)：1177-1188,12.DOI:10.3969/j.issn.1001-0505.2023.06.025
用于抗震韧性提升的自复位结构构件研究综述
Review of research on self-centering structural components for seismic resilience improvement
摘要
Abstract
To improve the seismic resilience of building structure,self-centering structural components are sys-tematically studied.The basic configuration and working principle of self-centering structural components are introduced,their research and development histories are summarized,and the existing problems and future de-velopment directions are analyzed.The results show that the self-centering structural components,including self-centering beams and columns,self-centering energy dissipation braces,and self-centering reinforced con-crete/steel plate shear walls,exhibit flag-shaped or quasi-flag-shaped hysteretic characteristics,and can dissi-pate seismic input energy,ensuring the structural residual displacement ratio less than 0.5％.The recentering materials in components consist of prestressed tendon and steel strand,fiber reinforced composite material bar,shape memory alloy,spring,etc.To promote the application of self-centering structural components in engi-neering,it is urgent to conduct in-depth research in optimizing configuration,increasing assembly level,im-proving seismic performance,resilience and durability,proposing application methods in novel structural sys-tems,and establishing practical design and optimization approaches.关键词
自复位/结构构件/滞回性能/残余变形/抗侧力Key words
self-centering/structural component/hysteretic performance/residual deformation/lateral resist-ance分类
建筑与水利引用本文复制引用
徐龙河,谢行思,张格..用于抗震韧性提升的自复位结构构件研究综述[J].东南大学学报（自然科学版）,2023,53(6):1177-1188,12.基金项目
国家自然科学基金资助项目(52125804,52208455). （52125804,52208455）
