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Investigation of structural performances of historical building elements made with local materials using the finite element method

dc.authorid 0000-0003-4326-1633
dc.authorid 0000-0002-5546-5548
dc.authorid 0000-0002-8532-9440
dc.authorscopusid 57834343600
dc.authorscopusid 58034401800
dc.authorscopusid 59347015200
dc.contributor.author Zardari, S.
dc.contributor.author Kutlu, İzzettin
dc.contributor.author Kutlu, İ.
dc.contributor.author Nayeb, A.
dc.contributor.other Department of Architecture / Mimarlık Bölümü
dc.date.accessioned 2025-01-13T07:41:51Z
dc.date.available 2025-01-13T07:41:51Z
dc.date.issued 2024
dc.department Artuklu University en_US
dc.department-temp Zardari S., Department of Civil Engineering, İstanbul Okan University, İstanbul, 34947, Turkey; Kutlu İ., Department of Architecture, Mardin Artuklu University, Mardin, 47060, Turkey; Nayeb A., Department of Interior Architecture, Yeditepe University, İstanbul, 34755, Turkey en_US
dc.description.abstract The structural performance of the materials used in historical buildings can be damaged, usually due to natural events or human-induced interference. Historical buildings in the Southeastern Anatolia Region were generally built with local materials such as stone and brick. This situation should be seen as a factor that may cause severe structural damage in buildings located on a regionally active fault line. Within the scope of the study, the materials used in the region were discussed, and a numerical model representing the behavior of the materials against an earthquake that could occur on the fault line was used. Stone, brick and concrete material definitions were made for the prototype of the arch form modeled with SAP2000, and time-history analyses were carried out separately for each material. Concrete material behaviors, frequently used in buildings constructed today, are also included in the analysis for comparison. As a result of the study, it has been observed that local materials do not have sufficient tensile strength against earthquakes compared to concrete material and that the structures may face the risk of collapse in case of seismic movements in the region. © 2024 by the Authors. en_US
dc.description.citation Zardari, S., Kutlu, İ., & Nayeb, A. (2024). Investigation of structural performances of historical building elements made with local materials using the finite element method. Challenge Journal of Concrete Research Letters, 15(3), 101–111. en_US
dc.identifier.doi 10.20528/cjcrl.2024.03.004
dc.identifier.endpage 111 en_US
dc.identifier.issn 2548-0928
dc.identifier.issue 3 en_US
dc.identifier.scopus 2-s2.0-85205240949
dc.identifier.scopusquality N/A
dc.identifier.startpage 101 en_US
dc.identifier.trdizinid 1263065
dc.identifier.uri https://doi.org/10.20528/cjcrl.2024.03.004
dc.identifier.volume 15 en_US
dc.identifier.wosquality N/A
dc.institutionauthorid 0000-0002-5546-5548
dc.language.iso en en_US
dc.publisher Tulpar Academic Publishing en_US
dc.relation.ispartof Challenge Journal of Concrete Research Letters en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 0
dc.subject Anatolia en_US
dc.subject Concrete en_US
dc.subject Finite Element Analysis en_US
dc.subject Local Materials en_US
dc.subject Tension Stresses en_US
dc.title Investigation of structural performances of historical building elements made with local materials using the finite element method
dc.title Investigation of Structural Performances of Historical Building Elements Made With Local Materials Using the Finite Element Method en_US
dc.type Article en_US
dspace.entity.type Publication
relation.isAuthorOfPublication 28b9ed4e-fb28-43d8-ba23-831657e58ede
relation.isAuthorOfPublication.latestForDiscovery 28b9ed4e-fb28-43d8-ba23-831657e58ede
relation.isOrgUnitOfPublication c50be6ae-5559-4d61-8663-42bc5905c17f
relation.isOrgUnitOfPublication.latestForDiscovery c50be6ae-5559-4d61-8663-42bc5905c17f

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