New supervised learning classifiers for structural damage diagnosis using time series features from a new feature extraction technique

被引:17
作者
Chegeni, Masoud Haghani [1 ]
Sharbatdar, Mohammad Kazem [2 ]
Mahjoub, Reza [1 ]
Raftari, Mahdi [1 ]
机构
[1] Islamic Azad Univ, Dept Civil Engn, Khorramabad Branch, Khorramabad 6817816645, Iran
[2] Semnan Univ, Fac Civil Engn, Semnan 3513119111, Iran
关键词
structural damage diagnosis; statistical pattern recognition; feature extraction; time series analysis; supervised learning; classification; NEAREST-NEIGHBOR; ARMAX MODEL; IDENTIFICATION; LOCALIZATION;
D O I
10.1007/s11803-022-2079-2
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The motivation for this article is to propose new damage classifiers based on a supervised learning problem for locating and quantifying damage. A new feature extraction approach using time series analysis is introduced to extract damage-sensitive features from auto-regressive models. This approach sets out to improve current feature extraction techniques in the context of time series modeling. The coefficients and residuals of the AR model obtained from the proposed approach are selected as the main features and are applied to the proposed supervised learning classifiers that are categorized as coefficient-based and residual-based classifiers. These classifiers compute the relative errors in the extracted features between the undamaged and damaged states. Eventually, the abilities of the proposed methods to localize and quantify single and multiple damage scenarios are verified by applying experimental data for a laboratory frame and a four-story steel structure. Comparative analyses are performed to validate the superiority of the proposed methods over some existing techniques. Results show that the proposed classifiers, with the aid of extracted features from the proposed feature extraction approach, are able to locate and quantify damage; however, the residual-based classifiers yield better results than the coefficient-based classifiers. Moreover, these methods are superior to some classical techniques.
引用
收藏
页码:169 / 191
页数:23
相关论文
共 59 条
[1]   Damage detection of 3D structures using nearest neighbor search method [J].
Abasi, Ali ;
Harsij, Vahid ;
Soraghi, Ahmad .
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2021, 20 (03) :705-725
[2]   Signal Processing Techniques for Vibration-Based Health Monitoring of Smart Structures [J].
Amezquita-Sanchez, Juan Pablo ;
Adeli, Hojjat .
ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING, 2016, 23 (01) :1-15
[3]  
[Anonymous], 2015, Introduction to time series analysis and forecasting
[4]   A review of vibration-based damage detection in civil structures: From traditional methods to Machine Learning and Deep Learning applications [J].
Avci, Onur ;
Abdeljaber, Osama ;
Kiranyaz, Serkan ;
Hussein, Mohammed ;
Gabbouj, Moncef ;
Inman, Daniel J. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2021, 147
[5]   Structural damage identification based on self-fitting ARMAX model and multi-sensor data fusion [J].
Ay, Ali M. ;
Wang, Ying .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2014, 13 (04) :445-460
[6]  
Bisgaard S., 2011, TIME SERIES ANAL FOR
[7]   Early damage detection under massive data via innovative hybrid methods: application to a large-scale cable-stayed bridge [J].
Daneshvar, Mohammad Hassan ;
Gharighoran, Alireza ;
Zareei, Seyed Alireza ;
Karamodin, Abbas .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2021, 17 (07) :902-920
[8]   Nearest neighbor and learning vector quantization classification for damage detection using time series analysis [J].
de Lautour, Oliver R. ;
Omenzetter, Piotr .
STRUCTURAL CONTROL & HEALTH MONITORING, 2010, 17 (06) :614-631
[9]   A clustering approach for structural health monitoring on bridges [J].
Diez A. ;
Khoa N.L.D. ;
Makki Alamdari M. ;
Wang Y. ;
Chen F. ;
Runcie P. .
Journal of Civil Structural Health Monitoring, 2016, 6 (03) :429-445
[10]   Structural damage assessment using improved Dempster-Shafer data fusion algorithm [J].
Ding Yijie ;
Yao Xiaofei ;
Wang Sheliang ;
Zhao Xindong .
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2019, 18 (02) :395-408