Determination of earthquake resistance of historical masonry inn with finite element analysis

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dc.authorid0000-0001-7318-9383
dc.date.accessioned2025-04-30T11:38:30Z
dc.date.available2025-04-30T11:38:30Z
dc.date.issued2025
dc.departmentSinop Üniversitesi, Meslek Yüksekokulları, Meslek Yüksekokulu
dc.description.abstractThe protection of historic masonry structures against earthquakes is only possible by accurately assessing their non-linear behaviour, in particular their potential for severe damage and collapse. Experimental investigations on historic structures can be damaging, time consuming and costly. Therefore, in recent years, numerical modelling and analysis techniques have become common and reliable methods for determining the structural behaviour of historic structures. Turkey, which is located in a seismic zone, is home to many historical and cultural heritage sites. This study investigates the seismic performance of the historic Durak Han, located in the Dura & gbreve;an district of Sinop province due to its proximity to the North Anatolian Fault Line. The inn has been heavily damaged due to careless use and earthquakes and has been repaired many times. The seismic behaviour, force-displacement capacity and collapse mechanism of the stone vaulting have been investigated. A numerical simulation method had never been applied to the inn before. A comprehensive finite element model was constructed based on the architectural survey projects of the inn and this model was corrected using the experimental modal analysis results available in the literature. In order to determine the seismic behaviour and collapse mechanisms of the inn, nonlinear dynamic analyses were performed using the ground motion records of the 2023 Kahramanmara & scedil; earthquakes. The maximum principal stresses, maximum displacements and damage distributions of the inn were evaluated.
dc.identifier.citationKılıç Demircan, R. (2025). Determination of earthquake resistance of historical masonry inn with finite element analysis. Bulletin of Earthquake Engineering, 1-25.
dc.identifier.doi10.1007/s10518-025-02169-y
dc.identifier.endpage25
dc.identifier.issn1570-761X
dc.identifier.issn1573-1456
dc.identifier.scopus2-s2.0-105003194283
dc.identifier.scopusqualityQ1
dc.identifier.startpage1
dc.identifier.urihttps://doi.org/10.1007/s10518-025-02169-y
dc.identifier.urihttps://hdl.handle.net/11486/7672
dc.identifier.wosWOS:001472203100001
dc.identifier.wosqualityQ2
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorDemircan, Rüeya Kılıç
dc.institutionauthorid0000-0001-7318-9383
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.subjectFinite element analysis
dc.subjectHistorical inn
dc.subjectSeismic performance
dc.subjectDurak Han
dc.titleDetermination of earthquake resistance of historical masonry inn with finite element analysis
dc.typeArticle

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