Monitoring of a bridge experiencing scour using frequency domain decomposition mixed with DBSCAN algorithm: unsupervised modal analysis of output-only system
This study proposes a new method for monitoring bridges under scour considering an output-only system. From classical operational modal analysis (OMA), the revisited frequency domain decomposition (FDD) technique is applied to identify the modal parameters of the system. An eigenvalue decomposition...
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Published in | Archives of Civil and Mechanical Engineering Vol. 25; no. 4; p. 193 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
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Springer London
05.06.2025
Springer Nature B.V Springer |
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ISSN | 2083-3318 1644-9665 2083-3318 |
DOI | 10.1007/s43452-025-01235-1 |
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Abstract | This study proposes a new method for monitoring bridges under scour considering an output-only system. From classical operational modal analysis (OMA), the revisited frequency domain decomposition (FDD) technique is applied to identify the modal parameters of the system. An eigenvalue decomposition (EVD) of the power spectral density matrix using the modal assurance criterion (MAC) value leads to defining a continuous base of eigenvectors through the studied frequency range. The method called EVD-MAC is then applied to a bridge subjected to varying environmental and traffic loads. In this real case study, the subspaces of EVD-MAC are used to represent the frequency behavior of the system with uncorrelated components. This makes it possible to identify clusters using unsupervised machine learning algorithms where each cluster corresponds to one presumed mode. The analysis is carried out with respect to specific environmental factors, including temperature and water level, which influence the system’s behavior. Scour assessments are conducted based on variations in natural frequencies observed in more than a year of monitoring data, demonstrating the utility and automation potential of this approach. |
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AbstractList | This study proposes a new method for monitoring bridges under scour considering an output-only system. From classical operational modal analysis (OMA), the revisited frequency domain decomposition (FDD) technique is applied to identify the modal parameters of the system. An eigenvalue decomposition (EVD) of the power spectral density matrix using the modal assurance criterion (MAC) value leads to defining a continuous base of eigenvectors through the studied frequency range. The method called EVD-MAC is then applied to a bridge subjected to varying environmental and traffic loads. In this real case study, the subspaces of EVD-MAC are used to represent the frequency behavior of the system with uncorrelated components. This makes it possible to identify clusters using unsupervised machine learning algorithms where each cluster corresponds to one presumed mode. The analysis is carried out with respect to specific environmental factors, including temperature and water level, which influence the system’s behavior. Scour assessments are conducted based on variations in natural frequencies observed in more than a year of monitoring data, demonstrating the utility and automation potential of this approach. This study proposes a new method for monitoring bridges under scour considering an output-only system. From classical operational modal analysis (OMA), the revisited frequency domain decomposition (FDD) technique is applied to identify the modal parameters of the system. An eigenvalue decomposition (EVD) of the power spectral density matrix using the Modal Assurance Criterion (MAC) value leads to defining a continuous base of eigenvectors through the studied frequency range. The method called EVD-MAC is then applied to a bridge subjected to varying environmental and traffic loads. In this real case study, the subspaces of EVD-MAC are used to represent the frequency behavior of the system with uncorrelated components. This makes it possible to identify clusters using unsupervised machine learning algorithms where each cluster corresponds to one presumed mode. The analysis is carried out with respect to specific environmental factors, including temperature and water level, which influence the system's behavior. Scour assessments 1 are conducted based on variations in natural frequencies observed in more than a year of monitoring data, demonstrating the utility and automation potential of this approach. |
ArticleNumber | 193 |
Author | Schmidt, Franziska Chevalier, Christophe Belmokhtar, Mohamed Ture Savadkoohi, Alireza |
Author_xml | – sequence: 1 givenname: Mohamed surname: Belmokhtar fullname: Belmokhtar, Mohamed organization: MAST-LAMES, Univ. Eiffel – sequence: 2 givenname: Franziska orcidid: 0000-0001-9277-9805 surname: Schmidt fullname: Schmidt, Franziska email: franziska.schmidt@univ-eiffel.fr organization: MAST-EMGCU, Univ. Eiffel – sequence: 3 givenname: Christophe surname: Chevalier fullname: Chevalier, Christophe organization: GERS, Univ. Eiffel – sequence: 4 givenname: Alireza surname: Ture Savadkoohi fullname: Ture Savadkoohi, Alireza organization: LTDS, Univ Lyon, ENTPE, CNRS UMR 5513 |
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Keywords | Unsupervised machine learning Signal filtering Structural health monitoring Frequency domain decomposition Scour Operational modal analysis Structural Health Monitoring |
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Snippet | This study proposes a new method for monitoring bridges under scour considering an output-only system. From classical operational modal analysis (OMA), the... |
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SubjectTerms | Algorithms Automation Civil Engineering Decomposition Eigenvalues Eigenvectors Engineering Engineering Sciences Expected values Fourier transforms Frequency domain analysis Frequency ranges Hydraulics Hypotheses Machine learning Mechanical Engineering Modal analysis Modal assurance criterion Monitoring Original Article Parameter identification Piers Power spectral density Resonant frequencies Sensors Signal processing Structural Materials Subspaces Unsupervised learning Water levels |
Title | Monitoring of a bridge experiencing scour using frequency domain decomposition mixed with DBSCAN algorithm: unsupervised modal analysis of output-only system |
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