Data-Driven Structural Health Monitoring Using Feature Fusion and Hybrid Deep Learning

被引:91
作者
Dang, Hung V. [1 ,2 ]
Tran-Ngoc, Hoa [3 ,4 ]
Nguyen, Tung V. [5 ]
Bui-Tien, T. [3 ]
De Roeck, Guido [6 ]
Nguyen, Huan X. [1 ]
机构
[1] Middlesex Univ, London Digital Twin Res Ctr, Fac Sci & Technol, London NW4 4BT, England
[2] Natl Univ Civil Engn, Fac Bldg & Ind Construct, Hanoi, Vietnam
[3] Univ Transport & Commun, Dept Bridge & Tunnel Engn, Fac Civil Engn, Hanoi, Vietnam
[4] Univ Ghent, Dept Elect Energy Met Mech Construct & Syst, Fac Engn & Architecture, B-9000 Ghent, Belgium
[5] Schlumberger, Modeling Simulat Team, F-92140 Clamart, France
[6] Katholieke Univ Leuven, Dept Civil Engn, B-3001 Leuven, Belgium
关键词
Data models; Sensors; Bridges; Feature extraction; Monitoring; Deep learning; Pollution measurement; Damage detection; deep learning (DL); dynamic analysis; signal processing; structural health monitoring (SHM); vibration; EMPIRICAL MODE DECOMPOSITION;
D O I
10.1109/TASE.2020.3034401
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Smart structural health monitoring (SHM) for large-scale infrastructure is an intriguing subject for engineering communities thanks to its significant advantages such as timely damage detection, optimal maintenance strategy, and reduced resource requirement. Yet, it is a challenging topic as it requires handling a large amount of collected sensors data continuously, which is inevitably contaminated by random noises. Therefore, this study developed a practical end-to-end framework that makes use of physical features embedded in raw data and an elaborated hybrid deep learning model, namely 1-DCNN-LSTM, featuring two algorithms-convolutional neural network (CNN) and long-short term memory (LSTM). In order to extract relevant features from sensory data, the method combines various signal processing techniques such as the autoregressive model, discrete wavelet transform, and empirical mode decomposition. The hybrid deep learning 1-DCNN-LSTM is designed based on the CNN's capacity of capturing local information and the LSTM network's prominent ability to learn long-term dependencies. Through three case studies involving both experimental and synthetic data sets, it is demonstrated that the proposed approach achieves highly accurate damage detection, as accurate as the powerful 2-D CNN, but with a lower time and memory complexity, making it suitable for real-time SHM. Note to Practitioners-This article aims to develop a practical data-driven method for automatically monitoring the operational state of structures. In order to achieve consistently and highly accurate results in performing different tasks for diverse structures, we combine underlying features in both time and frequency domains extracted from measured signal vibration data. Three popular data featuring methods are combined to achieve the diversity gain which would not be possible with each individual method. As the vibration is usually measured by long time-series signals, the most efficient deep learning architecture for time-series signal, namely long-short term memory (LSTM), is considered for this work. Besides, each structure has its own dynamic properties, i.e., eigenfrequencies, around which the most relevant information is in the frequency domain, thus convolutional neural network specifically designed for capturing local information is used in combination with LSTM, forming a hybrid deep learning architecture. The applicability and effectiveness of the proposed approach are supported by three case studies with different types of structures, showing highly accurate damage detection with reduced resource requirements. These advantages can be valuable for developing a model for live monitoring of structural health in the future life-line infrastructures.
引用
收藏
页码:2087 / 2103
页数:17
相关论文
共 37 条
[1]  
Aashto L. R. F. D, 2020, 9 AM ASS STAT HIGHW
[2]  
Brincker R, 1999, P SOC PHOTO-OPT INS, V3727, P330
[3]   ARMA modelled time-series classification for structural health monitoring of civil infrastructure [J].
Carden, E. Peter ;
Brownjohn, James M. W. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2008, 22 (02) :295-314
[4]  
Chatfield C., 2003, The analysis of time series: an introduction, V6th
[5]   New signal processing approach for structural health monitoring in noisy environments based on impedance measurements [J].
de Castro, Bruno Albuquerque ;
Baptista, Fabricio Guimaraes ;
Ciampa, Francesco .
MEASUREMENT, 2019, 137 :155-167
[6]   Fast unsupervised learning methods for structural health monitoring with large vibration data from dense sensor networks [J].
Entezami, Alireza ;
Shariatmadar, Hashem ;
Mariani, Stefano .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2020, 19 (06) :1685-1710
[7]   Deep Residual Learning for Image Recognition [J].
He, Kaiming ;
Zhang, Xiangyu ;
Ren, Shaoqing ;
Sun, Jian .
2016 IEEE CONFERENCE ON COMPUTER VISION AND PATTERN RECOGNITION (CVPR), 2016, :770-778
[8]  
Hochreiter S., 1997, Neural Computation, V9, P1735
[9]   Fastai: A Layered API for Deep Learning [J].
Howard, Jeremy ;
Gugger, Sylvain .
INFORMATION, 2020, 11 (02)
[10]   The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis [J].
Huang, NE ;
Shen, Z ;
Long, SR ;
Wu, MLC ;
Shih, HH ;
Zheng, QN ;
Yen, NC ;
Tung, CC ;
Liu, HH .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1998, 454 (1971) :903-995