Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models

Detalhes bibliográficos
Autor(a) principal: Figueiredo, Eloi
Data de Publicação: 2023
Outros Autores: Omori Yano, Marcus [UNESP], Da Silva, Samuel, Moldovan, Ionut, Adrian Bud, Mihai
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0001979
http://hdl.handle.net/11449/246298
Resumo: Classifiers based on machine learning algorithms trained through hybrid strategies have been proposed for structural health monitoring (SHM) of bridges. Hybrid strategies use numerical and monitoring data together to improve the learning process of the algorithms. The numerical models, such as finite-element (FE) models, are used for data augmentation based on the assumption of the existence of limited experimental data sets. However, a numerical model might fail in providing reliable data, as its parameters might not share the same underlying operating conditions observed in real situations. Meanwhile, the concept of transfer learning has evolved in SHM, in particular through domain adaptation techniques. The ability to adapt a classifier built on a well-known labeled data set to a new scenario with an unlabeled data set is an opportunity to transit bridge SHM from research to practice. Therefore, this paper proposes an unsupervised transfer learning approach for bridges with a domain adaptation technique, where classifiers are trained only with labeled data generated from FE models (source domain). Then, unlabeled monitoring data (target domain) are used to test the classification performance. As numerical and monitoring data are related to the same bridge, both domains are assumed to have similar statistical distributions, with slight differences caused by the uncertainties inherent to the FE models. The domain adaptation is performed using a transfer knowledge method called transfer component analysis, which transforms damage-sensitive features from the original space to a new one, called latent space, where the differences between feature distributions are reduced. This approach may increase the use of numerical modeling for long-term monitoring, as it overcomes some of the limitations imposed by the calibration process of FE models. The efficiency of this unsupervised approach is illustrated through the classification performance of classifiers built on source data with and without domain adaptation, and using the benchmark data sets from the Z-24 Bridge as the target data.
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spelling Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical ModelsClassifiers based on machine learning algorithms trained through hybrid strategies have been proposed for structural health monitoring (SHM) of bridges. Hybrid strategies use numerical and monitoring data together to improve the learning process of the algorithms. The numerical models, such as finite-element (FE) models, are used for data augmentation based on the assumption of the existence of limited experimental data sets. However, a numerical model might fail in providing reliable data, as its parameters might not share the same underlying operating conditions observed in real situations. Meanwhile, the concept of transfer learning has evolved in SHM, in particular through domain adaptation techniques. The ability to adapt a classifier built on a well-known labeled data set to a new scenario with an unlabeled data set is an opportunity to transit bridge SHM from research to practice. Therefore, this paper proposes an unsupervised transfer learning approach for bridges with a domain adaptation technique, where classifiers are trained only with labeled data generated from FE models (source domain). Then, unlabeled monitoring data (target domain) are used to test the classification performance. As numerical and monitoring data are related to the same bridge, both domains are assumed to have similar statistical distributions, with slight differences caused by the uncertainties inherent to the FE models. The domain adaptation is performed using a transfer knowledge method called transfer component analysis, which transforms damage-sensitive features from the original space to a new one, called latent space, where the differences between feature distributions are reduced. This approach may increase the use of numerical modeling for long-term monitoring, as it overcomes some of the limitations imposed by the calibration process of FE models. The efficiency of this unsupervised approach is illustrated through the classification performance of classifiers built on source data with and without domain adaptation, and using the benchmark data sets from the Z-24 Bridge as the target data.Faculty of Engineering Lusófona Univ.Faculdade de Engenharia de Ilha Solteira UNESP - Univ. Estadual PaulistaCERIS Instituto Superior Técnico Univ. de Lisboa, Av. Rovisco Pais 1Faculty of Civil Engineering Technical Univ. of Cluj-NapocaFaculdade de Engenharia de Ilha Solteira UNESP - Univ. Estadual PaulistaLusófona Univ.Universidade Estadual Paulista (UNESP)Univ. de LisboaTechnical Univ. of Cluj-NapocaFigueiredo, EloiOmori Yano, Marcus [UNESP]Da Silva, SamuelMoldovan, IonutAdrian Bud, Mihai2023-07-29T12:37:05Z2023-07-29T12:37:05Z2023-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0001979Journal of Bridge Engineering, v. 28, n. 1, 2023.1943-55921084-0702http://hdl.handle.net/11449/24629810.1061/(ASCE)BE.1943-5592.00019792-s2.0-85141872179Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengJournal of Bridge Engineeringinfo:eu-repo/semantics/openAccess2023-07-29T12:37:05Zoai:repositorio.unesp.br:11449/246298Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462023-07-29T12:37:05Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models
title Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models
spellingShingle Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models
Figueiredo, Eloi
title_short Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models
title_full Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models
title_fullStr Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models
title_full_unstemmed Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models
title_sort Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models
author Figueiredo, Eloi
author_facet Figueiredo, Eloi
Omori Yano, Marcus [UNESP]
Da Silva, Samuel
Moldovan, Ionut
Adrian Bud, Mihai
author_role author
author2 Omori Yano, Marcus [UNESP]
Da Silva, Samuel
Moldovan, Ionut
Adrian Bud, Mihai
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Lusófona Univ.
Universidade Estadual Paulista (UNESP)
Univ. de Lisboa
Technical Univ. of Cluj-Napoca
dc.contributor.author.fl_str_mv Figueiredo, Eloi
Omori Yano, Marcus [UNESP]
Da Silva, Samuel
Moldovan, Ionut
Adrian Bud, Mihai
description Classifiers based on machine learning algorithms trained through hybrid strategies have been proposed for structural health monitoring (SHM) of bridges. Hybrid strategies use numerical and monitoring data together to improve the learning process of the algorithms. The numerical models, such as finite-element (FE) models, are used for data augmentation based on the assumption of the existence of limited experimental data sets. However, a numerical model might fail in providing reliable data, as its parameters might not share the same underlying operating conditions observed in real situations. Meanwhile, the concept of transfer learning has evolved in SHM, in particular through domain adaptation techniques. The ability to adapt a classifier built on a well-known labeled data set to a new scenario with an unlabeled data set is an opportunity to transit bridge SHM from research to practice. Therefore, this paper proposes an unsupervised transfer learning approach for bridges with a domain adaptation technique, where classifiers are trained only with labeled data generated from FE models (source domain). Then, unlabeled monitoring data (target domain) are used to test the classification performance. As numerical and monitoring data are related to the same bridge, both domains are assumed to have similar statistical distributions, with slight differences caused by the uncertainties inherent to the FE models. The domain adaptation is performed using a transfer knowledge method called transfer component analysis, which transforms damage-sensitive features from the original space to a new one, called latent space, where the differences between feature distributions are reduced. This approach may increase the use of numerical modeling for long-term monitoring, as it overcomes some of the limitations imposed by the calibration process of FE models. The efficiency of this unsupervised approach is illustrated through the classification performance of classifiers built on source data with and without domain adaptation, and using the benchmark data sets from the Z-24 Bridge as the target data.
publishDate 2023
dc.date.none.fl_str_mv 2023-07-29T12:37:05Z
2023-07-29T12:37:05Z
2023-01-01
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0001979
Journal of Bridge Engineering, v. 28, n. 1, 2023.
1943-5592
1084-0702
http://hdl.handle.net/11449/246298
10.1061/(ASCE)BE.1943-5592.0001979
2-s2.0-85141872179
url http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0001979
http://hdl.handle.net/11449/246298
identifier_str_mv Journal of Bridge Engineering, v. 28, n. 1, 2023.
1943-5592
1084-0702
10.1061/(ASCE)BE.1943-5592.0001979
2-s2.0-85141872179
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Journal of Bridge Engineering
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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