Experimental Evaluation of Brick Unreinforced Masonry Wall Out-of-Plane Capacity and Modeling Using the Yield Line Method

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dc.citation.journalTitleIranian Journal of Science and Technology, Transactions of Civil Engineeringeng
dc.contributor.affiliationUniversidad EAFIT
dc.contributor.authorOsorio, Fernando A.
dc.contributor.authorBaena, Jose F.
dc.contributor.authorJaramillo, Juan D.
dc.contributor.authorAcevedo, Ana B.
dc.coverage.spatialMedellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees
dc.creator.emailfosorio@eafit.edu.co
dc.date.accessioned2025-01-08T20:12:22Z
dc.date.available2025-01-08T20:12:22Z
dc.date.issued2024-12-12
dc.description.abstractThis paper presents a theoretical model to estimate the out-of-plane (OOP) force capacity of brick unreinforced masonry (URM) walls with strong units and weak joints by applying virtual work and yield line theories for homogeneous plates. The OOP force capacity of the wall was assessed by considering mechanical properties, support conditions, external axial load, and self-weight load. The ultimate vertical and horizontal moments were calculated according to displacement and force models, respectively, developed in previous works. These models consider wall and brick geometry, shear and compression stresses in the joint–brick interface, and support conditions of the wall. The theoretical model presented herein combines the previous models while adding the tensile strength () of the mortar and assuming elastoplastic behavior of the ultimate moments in both directions. The proposed model constitutes a useful tool to assess the OOP force capacity of brick URM walls with one-way and two-way bending configurations. This paper presents results from experimental shaking table tests and test results from previously published works to validate the proposed model. The comparison between experimental and theoretical results revealed that the developed model predicts the OOP capacity if the appropriate information is available.eng
dc.identifier.doi10.1007/s40996-024-01675-4
dc.identifier.issn2364-1843
dc.identifier.urihttps://hdl.handle.net/10784/34863
dc.language.isoeng
dc.publisherSpringereng
dc.publisher.departmentUniversidad EAFIT. Escuela de Ciencias Aplicadas e Ingenieria. Área Territorios y Ciudadesspa
dc.publisher.placeMedellínspa
dc.publisher.programGrupo de Investigación Mecánica Aplicadaspa
dc.relation.ispartofIran J Sci Technol Trans Civ Eng (2024)
dc.relation.isversionofhttps://link.springer.com/article/10.1007/s40996-024-01675-4
dc.relation.urihttps://link.springer.com/article/10.1007/s40996-024-01675-4
dc.rightsCopyright © 2024 Springer. All rights reserved.
dc.rights.accessrightsinfo:eu-repo/semantics/openAccesseng
dc.rights.localAcceso abiertospa
dc.subject.keywordOut-of-plane force capacityeng
dc.subject.keywordBrick unreinforced masonry wallseng
dc.subject.keywordVirtual work theoryeng
dc.subject.keywordYield lines theoryeng
dc.titleExperimental Evaluation of Brick Unreinforced Masonry Wall Out-of-Plane Capacity and Modeling Using the Yield Line Methodeng
dc.typeinfo:eu-repo/semantics/articleeng
dc.typearticleeng
dc.type.hasVersionpublishedVersioneng
dc.type.localArtículospa

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