A review and comparative study on the performance of self-centering damping devices based on SMA

被引:0
|
作者
Qian, Hui [1 ,2 ]
Luo, Hongbo [1 ]
Shi, Yifei [1 ]
Lu, Qianqian [1 ]
Umar, Muhammad [1 ]
机构
[1] Zhengzhou Univ, Sch Civil Engn, Civil Bldg,Sci Rd 100, Zhengzhou 450000, Henan, Peoples R China
[2] Henan Polytech Univ, Sch Civil Engn, Jiaozuo 454000, Peoples R China
基金
中国国家自然科学基金;
关键词
Shape memory alloy (SMA); Damper; Brace; Isolation bearing; Performance evaluation; Review; SHAPE-MEMORY ALLOYS; TUNED MASS DAMPER; SEISMIC PERFORMANCE; HIGHWAY BRIDGES; ISOLATION SYSTEMS; RESPONSE CONTROL; DESIGN; STEEL; BEARING; BEHAVIOR;
D O I
10.1016/j.istruc.2024.108027
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Shape memory alloy (SMA)-based self-centering damping devices represent a significant advancement in structural engineering, offering enhanced performance in seismic resilience through innovative self-centering capabilities. This study provides a comprehensive review of the current research developments, classifications, and performance evaluations of these devices. Initially, it introduces the fundamental properties of SMA materials and their deployment mechanisms in self-centering dampers. The study categorizes the devices into four primary types tension, shear, rotary, and isolation bearing types, each summarized with their respective working principles and essential design criteria. Furthermore, this review explores design strategies aimed at enhancing energy dissipation and self-centering capacity. The study proposes a novel performance evaluation metric, the "co-optimization coefficient of energy dissipation capacity and self-centering capacity. This metric provides a consistent standard for comparing different configurations, improving the design optimization process. The effectiveness of this new index is proven through detailed calculations and analysis, emphasizing its potential to advance self-centering damping technology and contribute to the development of more durable structural systems.
引用
收藏
页数:25
相关论文
共 50 条
  • [1] SMA bending bars as self-centering and damping devices
    Choi, Eunsoo
    Mohammadzadeh, Behzad
    Kim, Hee Sun
    SMART MATERIALS AND STRUCTURES, 2019, 28 (02)
  • [2] Self-centering and damping devices using SMA dual rings
    Choi, Eunsoo
    Nguyen, Hoan D.
    Jeon, Jong-Su
    Kang, Joo-Won
    SMART MATERIALS AND STRUCTURES, 2019, 28 (08)
  • [3] Numerical evaluation of SMA-based multi-ring self-centering damping devices
    Salehi, Mohammad
    DesRoches, Reginald
    Hodgson, Darel
    Parnell, T. Kim
    SMART MATERIALS AND STRUCTURES, 2021, 30 (10)
  • [4] An Experimental Study of an SMA-Based Self-Centering Damper
    Ma, Hongwei
    Xu, Jiaxin
    Li, Shaofeng
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2022, 22 (02) : 610 - 621
  • [5] An Experimental Study of an SMA-Based Self-Centering Damper
    Hongwei Ma
    Jiaxin Xu
    Shaofeng Li
    International Journal of Steel Structures, 2022, 22 : 610 - 621
  • [6] Experimentral study on seimeic performance for an innovative self-centering sma brace
    Hu S.-J.
    Gu Q.
    Jiang G.-Q.
    Xiong J.-G.
    Gongcheng Lixue/Engineering Mechanics, 2021, 38 (01): : 109 - 118and142
  • [7] Comparative seismic performance evaluation of friction, self-centering and hybrid self-centering dampers
    Shi, Fei
    Yuan, Wenlang
    Cao, Sasa
    Ozbulut, Osman E.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2024, 218
  • [8] Study on the hysteretic performance of a self-centering composite damping energy dissipation brace
    Xu, Longhe
    Yang, Zhibo
    Xie, Xingsi
    Zhendong yu Chongji/Journal of Vibration and Shock, 2024, 43 (14): : 29 - 36
  • [9] Mechanics and performance study of self-centering variable damping energy dissipation brace
    Xu L.-H.
    Xie X.-S.
    Li Z.-X.
    Gongcheng Lixue/Engineering Mechanics, 2018, 35 (01): : 201 - 208
  • [10] MODELING OF AN SMA-BASED SELF-CENTERING DAMPER AND ITS CONTROL PERFORMANCE ANALYSIS
    Ma, Hong-Wei
    Yam, Michael C. H.
    PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON TALL BUILDINGS, 2010, : 607 - 614