Technical Papers
Dec 7, 2021

Data Normalization and Anomaly Detection in a Steel Plate-Girder Bridge Using LSTM

Publication: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 8, Issue 1

Abstract

Modal properties are recognized as indicators reflecting structural condition in structural health monitoring (SHM). However, changing environmental and operational variables (EOVs) cause variability in the identified modal parameters and subsequently obscure damage effects. To address the issue caused by EOV-related variability, this study investigated the variability of modal frequencies in long-term SHM of a steel plate-girder bridge. A Bayesian fast Fourier transform (FFT) method was used for operational modal analysis in a probabilistic viewpoint. Bayesian linear regression (BLR) and Gaussian process regression (GPR) models were utilized to capture the variability in the identified most probable values (MPVs) of modal frequencies as temperature-driven models, and the limitation of these models for data normalization with latent EOVs is discussed. To overcome the interference of latent EOVs indirectly, a long short-term memory (LSTM) network was established to trace the variability as an autocorrelated process, with a traditional seasonal autoregressive integrated moving average (SARIMA) model as a benchmark. Finally, an anomaly detection method based on residuals of one-step-ahead predictions by LSTM was proposed associating with the Mann-Whitney U-test.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study was partly sponsored by a Japanese Society for the Promotion of Science (JSPS) Grant-in-Aid for Scientific Research (B) under Project No. 19H02225 and National Natural Science Foundation of China (51878484). That financial support is gratefully acknowledged.

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Go to ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Volume 8Issue 1March 2022

History

Received: Feb 2, 2021
Accepted: Sep 29, 2021
Published online: Dec 7, 2021
Published in print: Mar 1, 2022
Discussion open until: May 7, 2022

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Authors

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Wen-Jie Jiang [email protected]
Ph.D. Candidate, Dept. of Civil and Earth Resources Engineering, Graduate School of Engineering, Kyoto Univ., Kyoto 615-8540, Japan. Email: [email protected]
Professor, Dept. of Civil and Earth Resources Engineering, Graduate School of Engineering, Kyoto Univ., Kyoto 615-8540, Japan (corresponding author). ORCID: https://orcid.org/0000-0002-2727-6037. Email: [email protected]
Assistant Professor, Dept. of Civil and Earth Resources Engineering, Graduate School of Engineering, Kyoto Univ., Kyoto 615-8540, Japan. ORCID: https://orcid.org/0000-0003-4187-6642. Email: [email protected]
Professor, School of Civil and Environmental Engineering, Harbin Institute of Technology, Shenzhen 518055, China. ORCID: https://orcid.org/0000-0001-6894-5842. Email: [email protected]

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Cited by

  • Track vibration sequence anomaly detection algorithm based on LSTM, Advances in Structural Engineering, 10.1177/13694332231161104, 26, 9, (1682-1695), (2023).
  • Bayesian dynamic programming approach for tracking time-varying model properties in SHM, Mechanical Systems and Signal Processing, 10.1016/j.ymssp.2022.109735, 185, (109735), (2023).
  • Fatigue damage prognosis of orthotropic steel deck based on data-driven LSTM, Journal of Constructional Steel Research, 10.1016/j.jcsr.2023.107777, 202, (107777), (2023).
  • Eliminating environmental and operational effects on structural modal frequency: A comprehensive review, Structural Control and Health Monitoring, 10.1002/stc.3073, 29, 11, (2022).

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