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Transfer Learning for Structural Health Monitoring in Bridges That Underwent Retrofitting

dc.contributor.authorOmori Yano, Marcus [UNESP]
dc.contributor.authorFigueiredo, Eloi
dc.contributor.authorda Silva, Samuel [UNESP]
dc.contributor.authorCury, Alexandre
dc.contributor.authorMoldovan, Ionut
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)
dc.contributor.institutionLusófona University
dc.contributor.institutionUniversidade de Lisboa
dc.contributor.institutionFederal University of Juiz de Fora
dc.date.accessioned2025-04-29T20:04:05Z
dc.date.issued2023-09-01
dc.description.abstractBridges are built to last more than 100 years, spanning many human generations. Throughout their lifetime, their service requirements may change, or they age and often suffer a material degradation process that can lead to the need of retrofitting. In bridge engineering, retrofitting refers to the strengthening of existing structures to make them more resistant and to increase the lifespan of bridges. Retrofitting normally increases the stiffness of bridge components, which can cause significant changes in the global modal properties. In the context of structural health monitoring, a classifier trained with datasets before retrofitting will most likely output many outliers after retrofitting, based on the premise that the new observations do not share the same underlying distribution. Therefore, how can long-term monitoring data from one bridge (labeled source domain) be reused to create a classifier that generalizes to the same bridge after retrofitting (unlabeled target domain)? This paper presents a novel approach based on transfer learning in the context of domain adaptation on datasets from two real bridges subjected to retrofit and under-monitoring programs. Based on the assumption that both bridges are undamaged before retrofitting, the results show that transfer learning can support the long-term damage detection process based on a classification using an outlier detection strategy.en
dc.description.affiliationDepartment of Mechanical Engineering UNESP—Universidade Estadual Paulista
dc.description.affiliationFaculty of Engineering Lusófona University
dc.description.affiliationCERIS Instituto Superior Técnico Universidade de Lisboa, Av. Rovisco Pais 1
dc.description.affiliationGraduate Program in Civil Engineering Federal University of Juiz de Fora
dc.description.affiliationUnespDepartment of Mechanical Engineering UNESP—Universidade Estadual Paulista
dc.identifierhttp://dx.doi.org/10.3390/buildings13092323
dc.identifier.citationBuildings, v. 13, n. 9, 2023.
dc.identifier.doi10.3390/buildings13092323
dc.identifier.issn2075-5309
dc.identifier.scopus2-s2.0-85172766683
dc.identifier.urihttps://hdl.handle.net/11449/305738
dc.language.isoeng
dc.relation.ispartofBuildings
dc.sourceScopus
dc.subjectbridges
dc.subjectdomain adaptation
dc.subjectjoint distribution adaptation
dc.subjectstructural health monitoring
dc.subjecttransfer learning
dc.titleTransfer Learning for Structural Health Monitoring in Bridges That Underwent Retrofittingen
dc.typeArtigopt
dspace.entity.typePublication
unesp.author.orcid0000-0002-9611-9692[1]
unesp.author.orcid0000-0002-9168-6903[2]
unesp.author.orcid0000-0001-6430-3746[3]
unesp.author.orcid0000-0002-8860-1286[4]
unesp.author.orcid0000-0003-3085-0770[5]

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