Structural health monitoring methods of cables in cable-stayed bridge: A review

被引：169
作者：
Zhang, Lixiao [1 ,2 ]
Qiu, Guoyang [3 ]
Chen, Zhishou [4 ]
机构：
[1] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Peoples R China
[2] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[3] Zhejiang Prov Inst Commun Planning Design & Res, Hangzhou 310000, Peoples R China
[4] Zhejiang Wenzhou Shenhai Highway Ltd, Wenzhou 325000, Peoples R China
来源：
MEASUREMENT | 2021年 / 168卷
关键词：
Cable tension; Cable-stayed bridge; Structural health monitoring; Intelligent devices monitoring method; DAMAGE DETECTION; DYNAMIC-RESPONSE; FORCE; TENSION; VISION; IDENTIFICATION; DESIGN; SYSTEM;
D O I：
10.1016/j.measurement.2020.108343
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Cables as the crucial components, its inspection is the key problem to ensure the safety of cable-stayed bridge. Study of the monitoring methods of cable tension has practical meaning to bridge stability. Firstly, this paper summarized static and dynamic theory of cables. Then, the traditional and innovative monitoring methods of cable force are analyzed, especially the recent emerging intelligent methods. At the end of the paper, a conclusion is provided for the future development of cable-stayed bridges.
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页数：7
相关论文
共 93 条
[1]   Damage diagnosis in bridge structures using rotation influence line: Validation on a cable-stayed bridge [J].
Alamdari, Mehrisadat Makki ;
Kildashti, Kamyar ;
Samali, Bijan ;
Goudarzi, Hamid Valipour .
ENGINEERING STRUCTURES, 2019, 185 :1-14
[2]  
[Anonymous], 2016, JT/T 775-2016
[3]   Identification of time-varying cable tension forces based on adaptive sparse time-frequency analysis of cable vibrations [J].
Bao, Yuequan ;
Shi, Zuoqiang ;
Beck, James L. ;
Li, Hui ;
Hou, Thomas Y. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2017, 24 (03)
[4]   Operational modal testing and FE model tuning of a cable-stayed bridge [J].
Benedettini, Francesco ;
Gentile, Carmelo .
ENGINEERING STRUCTURES, 2011, 33 (06) :2063-2073
[5]  
Bergamini A., 2001, IABSE S REP, P16
[6]   Development and validation of a method to directly measure the cable force during the hammer throw [J].
Brice, Sara M. ;
Ness, Kevin F. ;
Rosemond, Doug ;
Lyons, Keith ;
Davis, Mark .
SPORTS BIOMECHANICS, 2008, 7 (02) :274-287
[7]  
Casciati F, 2003, STRUCTURAL HEALTH MONITORING AND INTELLIGENT INFRASTRUCTURE, VOLS 1 AND 2, P31
[8]   Nondestructive bridge cable tension assessment using laser vibrometry [J].
Chen, SE ;
Petro, S .
EXPERIMENTAL TECHNIQUES, 2005, 29 (02) :29-32
[9]   Comparative Field Study of Cable Tension Measurement for a Cable-Stayed Bridge [J].
Cho, Soojin ;
Yim, Jinsuk ;
Shin, Sung Woo ;
Jung, Hyung-Jo ;
Yun, Chung-Bang ;
Wang, Ming L. .
JOURNAL OF BRIDGE ENGINEERING, 2013, 18 (08) :748-757
[10]   Three-dimensional localization of defects in stay cables using magnetic flux leakage methods [J].
Christen, R ;
Bergamini, A ;
Motavalli, M .
JOURNAL OF NONDESTRUCTIVE EVALUATION, 2003, 22 (03) :93-101
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