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Author:

Zhang, L. (Zhang, L..) | Jia, J. (Jia, J..) | Bai, Y. (Bai, Y..) | Du, X. (Du, X..) | Lin, P. (Lin, P..) | Guo, H. (Guo, H..)

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EI Scopus SCIE

Abstract:

The long-term operating structural health monitoring (SHM) system generates massive monitoring data, whose transmission and storage are challenging tasks. To address this issue, this study proposed an improved grey wolf optimizer-orthogonal matching pursuit (IGWO-OMP) algorithm for SHM data compression and reconstruction. The effectiveness of the proposed algorithm was validated using four SHM datasets including ultrasonic guided wave (UGW), acceleration, and audio signals. Firstly, the optimization results of IGWO were compared with those of other classical algorithms to verify its superiority in reconstruction accuracy. Secondly, the reconstruction accuracy under various compression factors was investigated and the optimal compression factor was determined. Finally, the relationship between reconstruction accuracy and signal sparsity as well as the performance of IGWO-OMP in dealing with noise-containing signals were discussed. The results demonstrate the generalizability and excellent noise robustness of IGWO-OMP in SHM data compression and reconstruction. Compared with other optimization algorithms, IGWO exhibits the best global optimal solution searching ability and obtains the reconstructed signal closest to the original one. Comprehensively considering the compressed signal length, reconstruction accuracy and computational efficiency, the optimal compression factor is suggested to be 0.2. In IGWO-OMP, the signal reconstruction accuracy is related to its sparsity, the variation of the CCD index for the reconstructed signal with relative sparsity follows an exponential growth relationship. © 2024 Elsevier Ltd

Keyword:

Compressive sensing Orthogonal matching pursuit Structural health monitoring Improved grey wolf optimizer Signal reconstruction

Author Community:

  • [ 1 ] [Zhang L.]State Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Jia J.]State Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Bai Y.]State Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Du X.]State Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Lin P.]CCCC Infrastructure Maintenance Group Co., LTD, Beijing, China
  • [ 6 ] [Lin P.]CCCC Road & Bridge Inspection & Maintenance Co., LTD, Beijing, China
  • [ 7 ] [Guo H.]CCCC Infrastructure Maintenance Group Co., LTD, Beijing, China
  • [ 8 ] [Guo H.]CCCC Road & Bridge Inspection & Maintenance Co., LTD, Beijing, China

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Source :

Engineering Structures

ISSN: 0141-0296

Year: 2024

Volume: 314

5 . 5 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 2

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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