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dc.contributor.authorÖzdemir, Muhammed Alperen
dc.contributor.authorKaya, Ercan Şerif
dc.contributor.authorAksar, Bora
dc.contributor.authorŞeker, Burçin Şenol
dc.contributor.authorÇakır, Ferit
dc.contributor.authorUçkan, Eren
dc.contributor.authorAkbaş, Bülent
dc.date.accessioned2021-02-19T21:16:24Z
dc.date.available2021-02-19T21:16:24Z
dc.date.issued2017
dc.identifier.issn1350-6307
dc.identifier.issn1873-1961
dc.identifier.urihttps://doi.org/10.1016/j.engfailanal.2017.02.008
dc.identifier.urihttps://hdl.handle.net/20.500.12868/412
dc.descriptionOzdemir, Muhammed Alperen/0000-0002-3629-4341en_US
dc.descriptionWOS: 000399625300014en_US
dc.description.abstractAfter the industrial revolution, the use of jack arch slabs (JAS) was quite common in many historical structures with the availability of iron and steel in structural engineering field. JAS is a composite system of steel I-beams and masonry bricks, which are placed between steel I beams. This study focuses on the structural failures and weaknesses of masonry structures with JAS. The aims of this paper are to deeply illustrate the structural vulnerability of masonry JAS and to summarize the positive and negative effects of JAS on structural behavior. Within the scope of this study, this study focuses on historical American Boarding School for Girls in Merzifon, Turkey, which has one-way masonry JAS. It essentially assesses the structural behavior of the school and investigates the seismic vulnerability of JASs. For this purpose, the mechanical properties of the structural materials have been primarily evaluated with experimental tests. Then the finite element analyses have been carried out with the use of three dimension numerical model in order to investigate the structural behavior of the structure. (C) 2017 Elsevier Ltd. All rights reserved.en_US
dc.language.isoengen_US
dc.publisherPergamon-Elsevier Science Ltden_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectMasonry structuresen_US
dc.subjectJASsen_US
dc.subjectStructural behavioren_US
dc.subjectFinite element methoden_US
dc.titleSeismic vulnerability of masonry Jack arch slabsen_US
dc.typearticleen_US
dc.contributor.departmentALKÜen_US
dc.contributor.institutionauthor0-belirlenecek
dc.identifier.doi10.1016/j.engfailanal.2017.02.008
dc.identifier.volume77en_US
dc.identifier.startpage146en_US
dc.identifier.endpage159en_US
dc.relation.journalEngineering Failure Analysisen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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