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Damage detection of high-rise buildings using an eigenvalue problem-based inverse solution

dc.contributor.authorNguyen, Quy Thue
dc.contributor.authorLivaoğlu, Ramazan
dc.contributor.buuauthorNguyen, Quy Thue
dc.contributor.buuauthorLİVAOĞLU, RAMAZAN
dc.contributor.departmentBursa Uludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü.
dc.contributor.orcid0000-0003-3436-8551
dc.contributor.orcid0000-0001-8484-6027
dc.contributor.researcheridAAW-6878-2021
dc.contributor.researcheridIUQ-1185-2023
dc.contributor.researcheridM-6474-2014
dc.date.accessioned2024-06-04T08:12:45Z
dc.date.available2024-06-04T08:12:45Z
dc.date.issued2021-10-08
dc.description.abstractStructural health monitoring (SHM) has been applied in the regular control of high-rise buildings' health that has deteriorated having being subjected to a sudden loading. Storey-level damage detection has been a subject of focus, due to the complexity of high-rise buildings. In this study, that of two-dimensional (2D) high-rise buildings is the objective of this study. The eigenvalue problem-based inverse solution is a promising method to identify the changes in the mechanical matrices of a building, once the issues related to the huge number of degrees of freedom (DOFs) can be dealt with. The Guyan static condensation procedure is applied to reduce the full matrices based on the limited size of eigenvectors measured in field. The modal data is obtained from a simple sensor network in which requires only one uniaxial accelerometer per floor. Two techniques, particularly damage detection and mass recognition, are developed, based on the inverse solution. The proposed approach is validated numerically on 20-storey and 30-storey buildings. Reliable storey-level detection is achieved as long as the modal data is noise-free or low-level noise-contaminated. Furthermore, the mass recognition procedure is successfully verified using an experimental test on a 3-storey frame.
dc.identifier.doi10.1016/j.soildyn.2021.107019
dc.identifier.eissn1879-341X
dc.identifier.issn0267-7261
dc.identifier.urihttps://doi.org/10.1016/j.soildyn.2021.107019
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S0267726121004413
dc.identifier.urihttps://hdl.handle.net/11452/41713
dc.identifier.volume152
dc.identifier.wos000712662100002
dc.indexed.wosWOS.SCI
dc.language.isoen
dc.publisherElsevier
dc.relation.journalSoil Dynamics and Earthquake Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectStructural damage
dc.subjectNeural-network
dc.subjectIdentification
dc.subjectLocalization
dc.subjectFrequency
dc.subjectStructural health monitoring
dc.subjectDamage localization
dc.subjectDamage detection
dc.subjectExperimental modal testing
dc.subjectInverse solution
dc.subjectEngineering
dc.subjectGeology
dc.titleDamage detection of high-rise buildings using an eigenvalue problem-based inverse solution
dc.typeArticle
dspace.entity.typePublication
relation.isAuthorOfPublicationa24f409a-e682-432b-8e20-e1393c6199ee
relation.isAuthorOfPublication.latestForDiscoverya24f409a-e682-432b-8e20-e1393c6199ee

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