AN INVESTIGATION ON THE NONLINEAR BEHAVIOR OF UNREINFORCED MASONRY WALLS

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dc.contributor.authorJafarov, Oktay
dc.contributor.authorKoksal, H. Orhun
dc.contributor.authorDoran, Bilge
dc.contributor.authorKarakoc, Cengiz
dc.date.accessioned2025-01-27T21:24:19Z
dc.date.available2025-01-27T21:24:19Z
dc.date.issued2012
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.description.abstractRecently, numerous studies on the modeling technique for masonry structures and their structural components have been carried out, such as masonry shear walls existing in the literature. This paper is focused on nonlinear finite element modeling of masonry walls at a micro-level. For this purpose, Drucker-Prager yield criterion is employed in the elasto-plastic analyses of walls deriving the material parameters from the compressive strength of both brick and mortar. The performance of the proposed approach is verified by simulating a series of experiments reported in the literature.
dc.identifier.endpage143
dc.identifier.issn1304-7205
dc.identifier.issn1304-7191
dc.identifier.issue2
dc.identifier.startpage133
dc.identifier.urihttps://hdl.handle.net/20.500.12428/29496
dc.identifier.volume30
dc.identifier.wosWOS:000219693300002
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.language.isotr
dc.publisherYildiz Technical Univ
dc.relation.ispartofSigma Journal of Engineering and Natural Sciences-Sigma Muhendislik Ve Fen Bilimleri Dergisi
dc.relation.publicationcategoryinfo:eu-repo/semantics/openAccess
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20250125
dc.subjectElastoplastic analysis
dc.subjectDrucker-Prager yield criterion
dc.subjectunreinforced masonry walls
dc.titleAN INVESTIGATION ON THE NONLINEAR BEHAVIOR OF UNREINFORCED MASONRY WALLS
dc.typeArticle

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