Understanding the behavior of the Thin Lightly-Reinforced Concrete Wall (TLRCW) building system

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dc.contributor.affiliationBonett, R., Department of Civil engineering, Universidad de Medellín, UDEM, Medellín, Colombia, Colombian Earthquake engineering Research Network, CEER, Colombia
dc.contributor.affiliationCarrillo, J., Colombian Earthquake engineering Research Network, CEER, Colombia, Department of Civil engineering, Universidad Militar Nueva Granada, UMNG, Bogotá, Colombia
dc.contributor.affiliationBlandón, C., Colombian Earthquake engineering Research Network, CEER, Colombia, Department of Civil engineering, Universidad EIA, Medellín, Colombia
dc.contributor.affiliationArteta, C., Colombian Earthquake engineering Research Network, CEER, Colombia, Department of Civil engineering, Universidad del Norte, Barranquilla, Colombia
dc.contributor.authorBonett R
dc.contributor.authorCarrillo J
dc.contributor.authorBlandón C
dc.contributor.authorArteta C.
dc.date.accessioned2024-07-31T21:07:08Z
dc.date.available2024-07-31T21:07:08Z
dc.date.issued2024
dc.descriptionThin lightly reinforced concrete wall (TLRCW) buildings are commonly used to mitigate the housing deficit in developing countries. The TLRCW system comprises slender walls with a thickness lower than 150 mm, a high aspect ratio, limited or no confinement at the edges of the walls, and web reinforcement with limited ductility. This paper describes and discusses the main geometric and mechanical characteristics of 207 TLRCW buildings constructed in intermediate- and high-seismicity regions. Variables considered in the study are the number of stories, wall-area index, axial load ratio, slenderness, aspect ratio, and the type of reinforcement at wall edges. Statistical analyses of the database and global performance indices are correlated with the expected seismic performance of TLRCW buildings. The results of the analyses aided at developing a useful toolbox for rapid assessment of design and structural configuration to prioritize intervention strategies for existing TLRCW buildings. © 2024 Korea Institute for Structural Maintenance and Inspection.
dc.identifier.doi10.1080/24705314.2024.2337449
dc.identifier.instnameinstname:Universidad de Medellínspa
dc.identifier.issn24705314
dc.identifier.reponamereponame:Repositorio Institucional Universidad de Medellínspa
dc.identifier.repourlrepourl:https://repository.udem.edu.co/
dc.identifier.urihttp://hdl.handle.net/11407/8480
dc.language.isoeng
dc.publisherTaylor and Francis Ltd.spa
dc.publisher.facultyFacultad de Ingenieríasspa
dc.publisher.programIngeniería Civilspa
dc.relation.citationissue1
dc.relation.citationvolume9
dc.relation.isversionofhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85191482307&doi=10.1080%2f24705314.2024.2337449&partnerID=40&md5=9ede9bc7aa8eacb92548179d6c5eda7d
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dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.sourceJournal of Structural Integrity and Maintenance
dc.sourceJ. Stru. Inte. Maint.
dc.sourceScopus
dc.subjectDatabaseeng
dc.subjectGlobal performance indiceseng
dc.subjectLightly-reinforcedeng
dc.subjectRapid building assessmenteng
dc.subjectThin reinforced concrete walleng
dc.titleUnderstanding the behavior of the Thin Lightly-Reinforced Concrete Wall (TLRCW) building systemeng
dc.typearticle
dc.type.localArtículospa
dc.type.versioninfo:eu-repo/semantics/publishedVersion

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