Structural health monitoring using extremely compressed data through deep learning

被引:160
作者
Azimi, Mohsen [1 ]
Pekcan, Gokhan [1 ]
机构
[1] Univ Nevada, Dept Civil & Environm Engn, Mail Stop 258, Reno, NV 89557 USA
基金
美国国家科学基金会;
关键词
DAMAGE DETECTION; BENCHMARK PROBLEM; PHASE-I; IDENTIFICATION; MACHINE; SENSORS;
D O I
10.1111/mice.12517
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This study introduces a novel convolutional neural network (CNN)-based approach for structural health monitoring (SHM) that exploits a form of measured compressed response data through transfer learning (TL)-based techniques. The implementation of the proposed methodology allows damage identification and localization within a realistic large-scale system. To validate the proposed method, first, a well-known benchmark model is numerically simulated. Using acceleration response histories, as well as compressed response data in terms of discrete histograms, CNN models are trained, and the robustness of the CNN architectures is evaluated. Finally, pretrained CNNs are fine-tuned to be adaptable for three-parameter, extremely compressed response data, based on the response mean, standard deviation, and a scale factor. The performance of each CNN implementation is assessed using training accuracy histories as well as confusion matrices, along with other performance metrics. In addition to the numerical study, the performance of the proposed method is demonstrated using experimental vibration response data for verification and validation. The results indicate that deep TL can be implemented effectively for SHM of similar structural systems with different types of sensors.
引用
收藏
页码:597 / 614
页数:18
相关论文
共 53 条
  • [1] 1-D CNNs for structural damage detection: Verification on a structural health monitoring benchmark data
    Abdeljaber, Osama
    Avci, Onur
    Kiranyaz, Mustafa Serkan
    Boashash, Boualem
    Sodano, Henry
    Inman, Daniel J.
    [J]. NEUROCOMPUTING, 2018, 275 : 1308 - 1317
  • [2] Real-time vibration-based structural damage detection using one-dimensional convolutional neural networks
    Abdeljaber, Osama
    Avci, Onur
    Kiranyaz, Serkan
    Gabbouj, Moncef
    Inman, Daniel J.
    [J]. JOURNAL OF SOUND AND VIBRATION, 2017, 388 : 154 - 170
  • [3] Fatigue cracking detection in steel bridge girders through a self-powered sensing concept
    Alavi, Amir H.
    Hasni, Hassene
    Jiao, Pengcheng
    Borchani, Wassim
    Lajnef, Nizar
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 128 : 19 - 38
  • [4] A novel methodology for modal parameters identification of large smart structures using MUSIC, empirical wavelet transform, and Hilbert transform
    Amezquita-Sanchez, Juan P.
    Park, Hyo Seon
    Adeli, Hojjat
    [J]. ENGINEERING STRUCTURES, 2017, 147 : 148 - 159
  • [5] Synchrosqueezed wavelet transform-fractality model for locating, detecting, and quantifying damage in smart highrise building structures
    Amezquita-Sanchez, Juan P.
    Adeli, Hojjat
    [J]. SMART MATERIALS AND STRUCTURES, 2015, 24 (06)
  • [6] [Anonymous], 2017, P 13 INT WORKSH ADV
  • [7] [Anonymous], EXPT VIBRATION ANAL
  • [8] Structural Damage Detection in Real Time: Implementation of 1D Convolutional Neural Networks for SHM Applications
    Avci, Onur
    Abdeljaber, Osama
    Kiranyaz, Serkan
    Inman, Daniel
    [J]. STRUCTURAL HEALTH MONITORING & DAMAGE DETECTION, VOL 7, 2017, : 49 - 54
  • [9] The State of the Art of Data Science and Engineering in Structural Health Monitoring
    Bao, Yuequan
    Chen, Zhicheng
    Wei, Shiyin
    Xu, Yang
    Tang, Zhiyi
    Li, Hui
    [J]. ENGINEERING, 2019, 5 (02) : 234 - 242
  • [10] Computer vision and deep learning-based data anomaly detection method for structural health monitoring
    Bao, Yuequan
    Tang, Zhiyi
    Li, Hui
    Zhang, Yufeng
    [J]. STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2019, 18 (02): : 401 - 421