Advances and challenges in friction pendulum bearings for seismic isolation systems

被引:2
作者
Xu, Gang [1 ,2 ]
Zhang, Rui-Jun [2 ]
Liu, Yang [3 ]
Zhang, Heng-Yuan [2 ]
机构
[1] Suzhou Univ Sci & Technol, Key Lab Struct Engn Jiangsu Prov, Suzhou, Peoples R China
[2] Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 211189, Peoples R China
[3] Jiangsu Testing Ctr Qual Construct Engn Co Ltd, Nanjing, Peoples R China
基金
中国国家自然科学基金;
关键词
friction pendulum bearings; energy dissipation; seismic resilience; isolation system; engineering application; TEFLON BEARINGS; ADAPTIVE-BEHAVIOR; BASE-ISOLATION; MODEL;
D O I
10.1177/13694332241286533
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Friction pendulum bearings (FPBs) have emerged as critical structural isolation devices in the field of earthquake engineering. Extensive research and development efforts have led to the exploration and refinement of these bearings, resulting in the creation of various models with unique structural configurations and superior mechanical properties. This paper offers an in-depth review of the friction materials employed in FPBs, alongside an analysis of the mechanical performance and advancements in research regarding single-pendulum, double-pendulum, multiple-pendulum, and other types of friction bearings. Characterized by their low sensitivity and high stability, these bearings are adept at resisting seismic forces, thus providing dependable isolation protection for structures. This review also includes a succinct examination of the seismic performance and engineering applications of these isolation structures. With robust self-centering capabilities, excellent isolation, and energy dissipation mechanisms, FPBs are capable of quickly resuming normal operations post-seismic events. This reduces structural damage and maintenance expenses, significantly improving the seismic resilience of structures. Moreover, the paper outlines the current challenges in the research and development of FPBs and suggests future research directions, including optimizing friction materials, enhancing the design and performance of isolation structures, and improving the seismic performance and engineering application efficiency of FPBs. By identifying underexplored areas and synthesizing findings differently, this review provides a comprehensive and novel perspective that advances the field of earthquake engineering.
引用
收藏
页码:407 / 423
页数:17
相关论文
共 82 条
[11]   TEFLON BEARINGS IN BASE ISOLATION .2. MODELING [J].
CONSTANTINOU, M ;
MOKHA, A ;
REINHORN, A .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1990, 116 (02) :455-474
[12]  
Cui Y., 2022, BUILDING STRUCTURE, V52, P1016
[13]  
Deng XS., 2010, J GUANGZHOU U, V9, P71
[14]   Frictional behavior of steel-PTFE interfaces for seismic isolation [J].
Dolce, M. ;
Cardone, D. ;
Croatto, F. .
BULLETIN OF EARTHQUAKE ENGINEERING, 2005, 3 (01) :75-99
[15]  
[段存坤 Duan Cunkun], 2021, [沈阳建筑大学学报. 自然科学版, Journal of Shenyang Jianzhu University. Natural Science], V37, P1040
[16]  
Feng RY., 2017, MECH ENG, V39, P472
[17]   Spherical sliding isolation bearings with adaptive behavior: Experimental verification [J].
Fenz, Daniel M. ;
Constantinou, Michael C. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2008, 37 (02) :185-205
[18]  
GB/T 37358-2019, 2019, FRICTION PENDULUM IS
[19]   Seismic Upgrading of Existing Reinforced Concrete Buildings Using Friction Pendulum Devices: A Probabilistic Evaluation [J].
Gino, Diego ;
Anerdi, Costanza ;
Castaldo, Paolo ;
Ferrara, Mario ;
Bertagnoli, Gabriele ;
Giordano, Luca .
APPLIED SCIENCES-BASEL, 2020, 10 (24) :1-17
[20]  
Gong J., 2010, EARTHQUAKE RESISTANT, V32, P1