Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/8855
Full metadata record
DC FieldValueLanguage
dc.contributor.authorHızal, Çağlayan-
dc.contributor.authorTuran, Gürsoy-
dc.date.accessioned2020-07-18T08:34:03Z-
dc.date.available2020-07-18T08:34:03Z-
dc.date.issued2020-
dc.identifier.issn0022-460X-
dc.identifier.issn1095-8568-
dc.identifier.urihttps://doi.org/10.1016/j.jsv.2019.115139-
dc.identifier.urihttps://hdl.handle.net/11147/8855-
dc.description.abstractThis study presents a two-stage Bayesian finite element model updating procedure by using acceleration response measurements obtained from multiple setups. In the presented methodology, parametric uncertainties for the modal parameters are estimated by using the Bayesian Fast Fourier Transform Approach (BFFTA). Different from the previous Bayesian methods, a block diagonal covariance matrix is modeled for prior estimation of measured modal parameters. In addition, the modelling error in the eigenvalue equations is considered as soft constraints to be updated. Numerical and experimental studies are presented to validate the proposed method. The effect of soft constraints on the identification results as well as their posterior uncertainties are investigated. According to the results, it is shown that the proposed methodology can identify the most probable finite element model parameters with high level of accuracy. In addition, the posterior uncertainties obtained by the proposed procedure are significantly small when compared to the methods that consider rigid constraints for prediction and/or modelling error. (C) 2019 Elsevier Ltd. All rights reserved.en_US
dc.language.isoenen_US
dc.publisherAcademic Pressen_US
dc.relation.ispartofJournal of Sound and Vibrationen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFinite element model updatingen_US
dc.subjectBayesian approachen_US
dc.subjectMultiple setupsen_US
dc.subjectOperational modal analysisen_US
dc.subjectProbability of damageen_US
dc.titleA two-stage Bayesian algorithm for finite element model updating by using ambient response data from multiple measurement setupsen_US
dc.typeArticleen_US
dc.institutionauthorHızal, Çağlayan-
dc.institutionauthorTuran, Gürsoy-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume469en_US
dc.identifier.wosWOS:000508556500011en_US
dc.identifier.scopus2-s2.0-85078716775en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1016/j.jsv.2019.115139-
dc.relation.doi10.1016/j.jsv.2019.115139en_US
dc.coverage.doi10.1016/j.jsv.2019.115139en_US
dc.identifier.wosqualityQ1-
dc.identifier.scopusqualityQ1-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.openairetypeArticle-
item.languageiso639-1en-
item.fulltextWith Fulltext-
crisitem.author.dept03.03. Department of Civil Engineering-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
Files in This Item:
File SizeFormat 
1-s2.0-S0022460X19307023-main.pdf1.67 MBAdobe PDFView/Open
Show simple item record



CORE Recommender

SCOPUSTM   
Citations

20
checked on Apr 5, 2024

WEB OF SCIENCETM
Citations

20
checked on Mar 30, 2024

Page view(s)

124
checked on Apr 22, 2024

Download(s)

122
checked on Apr 22, 2024

Google ScholarTM

Check




Altmetric


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.