The Structural Behavior of Bridge Arches Under Collapse Load

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dc.authorid0000-0001-9906-0641en_US
dc.contributor.authorSakcalı, Gökhan Barış
dc.contributor.authorGönül, Alper
dc.contributor.authorParlak, Ismail Enes
dc.date.accessioned2021-03-20T20:09:15Z
dc.date.available2021-03-20T20:09:15Z
dc.date.issued2020
dc.departmentBTÜ, Mühendislik ve Doğa Bilimleri Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractMany of the bridges designed by Mimar Sinan, the leading architect of the Classical Ottoman Period, has continued to exist today thanks to their materials and construction techniques. The reason that arch forms are generally preferred on these bridges is that they are constructed from natural materials with low tensile strength. In the study, 10 bridges and 48 arches in these bridges designed by Mimar Sinan were analysed statistically. Depending on this analysis, 25 arches with varying lengths and heights were modeled by finite element method. For these arches; hinge conditions, collapse loads, maximum displacements, ductility and energy dissipation capacities were examined and regression analyses were performed. Equations have been proposed which gives maximum displacement and collapse load for examined arches.en_US
dc.identifier.endpage939en_US
dc.identifier.issn1302-0900
dc.identifier.issn2147-9429
dc.identifier.issue4en_US
dc.identifier.startpage929en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12885/333
dc.identifier.volume23en_US
dc.identifier.wosWOS:000581901200002en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.institutionauthorSakcalı, Gökhan Barış
dc.language.isotren_US
dc.publisherGazi Univen_US
dc.relation.ispartofJournal Of Polytechnic-Politeknik Dergisien_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectMimar Sinanen_US
dc.subjectbridge archen_US
dc.subjectfinite element methoden_US
dc.subjectregression analysisen_US
dc.titleThe Structural Behavior of Bridge Arches Under Collapse Loaden_US
dc.typeArticleen_US

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