Structural condition assessment of the Bamsı Beyrek observation terrace in Bayburt, Türkiye, on autonomous updated FEMs

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dc.contributor.authorErgun, Mustafa
dc.contributor.authorTayfur, Bilal
dc.contributor.authorGunes, Erdi
dc.date.accessioned2026-09-01T15:53:10Z
dc.date.available2026-09-01T15:53:10Z
dc.date.issued2026
dc.departmentBayburt Üniversitesi
dc.description.abstractThis study involves detailed numerical and experimental investigations to assess the current structural condition of the Bams & imath; Beyrek steel observation terrace in Bayburt, T & uuml;rkiye. The numerical dynamic characteristics of the structure were obtained by free vibration analysis conducted on the preliminary finite element model, while the experimental ones were determined through ambient vibration testing. The ultimate finite element models representing the actual state of the structure were developed through the model updating process based on the principle of minimizing the differences between numerical and experimental dynamic characteristics via the Teaching-Learning Based Optimization Algorithm. Load types and their characteristic values, potentially impacting the observation terrace during its service life, were identified according to national and international code standards. The internal forces obtained from the analysis conducted on the updated model under the influence of these loads were combined using various load combinations. The structure was then statically and dynamically checked based on the most critical responses calculated from these combinations. Structural responses are evaluated based on distributions in PMM ratios on the structure, PMM ratios of all elements according to the combination that causes the most adverse values, and maximum displacements. Consequently, considering all the findings obtained from the assessments conducted on the finite element model, which reflects the current state of the observation terrace under various loads, it has been concluded that the structure is statically and dynamically reliable and does not require any repair or strengthening procedures.
dc.description.sponsorshipBayburt University -- Open access funding provided by the Scientific and Technological Research Council of Turkiye (TUB & Idot;TAK).
dc.identifier.doi10.1007/s10518-026-02424-w
dc.identifier.endpage4347
dc.identifier.issn1570-761X
dc.identifier.issn1573-1456
dc.identifier.issue6
dc.identifier.orcid0000-0003-3527-6149
dc.identifier.scopus2-s2.0-105033484308
dc.identifier.scopusqualityQ1
dc.identifier.startpage4317
dc.identifier.urihttp://dx.doi.org/10.1007/s10518-026-02424-w
dc.identifier.urihttps://hdl.handle.net/20.500.12403/8563
dc.identifier.volume24
dc.identifier.wosWOS:001717733100001
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer
dc.relation.ispartofBulletin of Earthquake Engineering
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WOS_20260820
dc.subjectSteel Observation Terrace
dc.subjectDynamic Characteristics
dc.subjectModel Updating
dc.subjectStructural Condition Assessment
dc.subjectOperational Modal Analysis
dc.subjectTeaching-Learning Based Optimization Algorithm
dc.titleStructural condition assessment of the Bamsı Beyrek observation terrace in Bayburt, Türkiye, on autonomous updated FEMs
dc.typeArticle

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