Health Monitoring of Civil Infrastructures by Subspace System Identification Method: An Overview

被引:45
|
作者
Shokravi, Hoofar [1 ]
Shokravi, Hooman [2 ]
Bakhary, Norhisham [1 ,3 ]
Koloor, Seyed Saeid Rahimian [4 ]
Petru, Michal [4 ]
机构
[1] Univ Teknol Malaysia, Fac Civil Engn, Skudai 81310, Malaysia
[2] Islamic Azad Univ, Dept Civil Engn, Tabriz 5157944533, Iran
[3] Univ Teknol Malaysia, Inst Noise & Vibrat, City Campus,Jalan Semarak, Kuala Lumpur 54100, Malaysia
[4] Tech Univ Liberec TUL, Inst Nanomat Adv Technol & Innovat CXI, Studentska 2, Liberec 46117, Czech Republic
来源
APPLIED SCIENCES-BASEL | 2020年 / 10卷 / 08期
关键词
structural health monitoring (SHM); vibration-based damage detection; system identification; subspace system identification (SSI); TIME-SERIES ANALYSIS; EIGENSYSTEM REALIZATION-ALGORITHM; MODAL PARAMETER-IDENTIFICATION; STRUCTURAL DAMAGE DETECTION; CABLE-STAYED BRIDGE; STOCHASTIC SUBSPACE; UNCERTAINTY QUANTIFICATION; FAULT-DETECTION; LOCALIZATION; CONCRETE;
D O I
10.3390/app10082786
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Structural health monitoring (SHM) is the main contributor of the future's smart city to deal with the need for safety, lower maintenance costs, and reliable condition assessment of structures. Among the algorithms used for SHM to identify the system parameters of structures, subspace system identification (SSI) is a reliable method in the time-domain that takes advantages of using extended observability matrices. Considerable numbers of studies have specifically concentrated on practical applications of SSI in recent years. To the best of author's knowledge, no study has been undertaken to review and investigate the application of SSI in the monitoring of civil engineering structures. This paper aims to review studies that have used the SSI algorithm for the damage identification and modal analysis of structures. The fundamental focus is on data-driven and covariance-driven SSI algorithms. In this review, we consider the subspace algorithm to resolve the problem of a real-world application for SHM. With regard to performance, a comparison between SSI and other methods is provided in order to investigate its advantages and disadvantages. The applied methods of SHM in civil engineering structures are categorized into three classes, from simple one-dimensional (1D) to very complex structures, and the detectability of the SSI for different damage scenarios are reported. Finally, the available software incorporating SSI as their system identification technique are investigated.
引用
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页数:29
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