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dc.contributor.authorCarrillo León, Julián
dc.contributor.authorJerez Barbosa, Sandra Roció
dc.contributor.authorGuzmán Guerrero, Andrés Fernando
dc.date.accessioned2023-06-09T21:27:50Z
dc.date.available2023-06-09T21:27:50Z
dc.date.issued2014
dc.identifier.issn1679-7817spa
dc.identifier.urihttps://repositorio.escuelaing.edu.co/handle/001/2408
dc.description.abstractBased on steel strains recorded during shake table tests of six wall specimens, the effect and contribution of steel reinforcement to peak shear strength and displacement capacity of low-rise concrete walls is assessed and discussed. The experimental program included four variables such as wall geometry, concrete type, web steel ratio and type of web reinforcement. Wall response was assessed through effective steel strains in vertical reinforcement, efficiency factors of wall reinforcement, contribution of web horizontal reinforcement to wall shear strength, and the effect of type of web reinforcement to wall displacement.eng
dc.format.extent15 páginasspa
dc.format.mimetypeapplication/pdfspa
dc.language.isoengspa
dc.publisherLatin American Journal of Solids and Structuresspa
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/spa
dc.sourcehttps://www.lajss.org/index.php/LAJSS/article/view/1128spa
dc.titleReinforcement contribution to the behavior of low-rise concrete wallseng
dc.typeArtículo de revistaspa
dc.type.versioninfo:eu-repo/semantics/publishedVersionspa
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2spa
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
dc.contributor.researchgroupGrupo de Investigación Estructuras y Materiales - Gimecispa
dc.identifier.eissn1679-7825spa
dc.identifier.urlhttps://www.lajss.org/index.php/LAJSS/article/view/1128
dc.publisher.placeBrasilspa
dc.relation.citationendpage1805spa
dc.relation.citationissue10spa
dc.relation.citationstartpage1791spa
dc.relation.citationvolume11spa
dc.relation.indexedN/Aspa
dc.relation.ispartofjournalLatin American Journal of Solids and Structureseng
dc.relation.referencesACI Committee 318 (2011). Building code requirements for structural concrete and commentary (ACI 318-11). American Concrete Institute, Farmington Hills, MI.spa
dc.relation.referencesBarda, F., Hanson, J. and Corley, W. (1977). Shear strength of low-rise walls with boundary elements. Reinforced Concrete Structures in Seismic Zones, Publication SP-53-8, American Concrete Institute, 149-202.spa
dc.relation.referencesBenjamin, J. and Williams, H. (1957). The behavior of one-story reinforced concrete shear walls. Journal of Structural Division − ASCE 83(ST3):1-49spa
dc.relation.referencesCárdenas, A., Russell, H. and Corley, W. (1980). Strength of low-rise structural walls. Reinforced Concrete Structures Subjected to Wind and Earthquake Forces, Publication SP-63-10, American Concrete Institute, 221-241.spa
dc.relation.referencesCarrillo, J. and Alcocer, S. (2013). Experimental investigation on dynamic and quasi-static behavior of low-rise reinforced concrete walls. Journal of Earthquake Engineering and Structural Dynamics 42:635-652.spa
dc.relation.referencesCarrillo, J. and Alcocer, S. (2012) Seismic performance of concrete walls for housing subjected to shaking table excitations. Journal of Engineering Structures, 41:98-107.spa
dc.relation.referencesCarrillo, J., Sánchez, M. and Viviescas, A. (2014). Strains of steel reinforcement during shake table tests of low-rise concrete walls. Journal of Ingeniería e Investigación, 34(1):36-41.spa
dc.relation.referencesFlores, L., Alcocer, S., Carrillo, J., Sánchez, A., Uribe, R. and Ponce, A. (2007). Testing of concrete walls with different aspect ratios and small reinforcement ratios for housing. Proceedings of 17th National Conference on Earthquake Engineering, Guerrero, Mexico, topic XI, paper 2.spa
dc.relation.referencesGulec, C. and Whittaker, A. (2011). Empirical equations for peak shear strength of low aspect ratio reinforced concrete walls. ACI Structural Journal, 108(1):80-879.spa
dc.relation.referencesHidalgo, P., Ledezma, C. and Jordán, R. (2002). Seismic behavior of squat reinforced concrete shear walls. Journal of Earthquake Spectra, 18(2):287-308.spa
dc.relation.referencesLatin American Journal of Solids and Structures 11 (2014) 1791-1805spa
dc.relation.referencesLefas, L., Kotsovos, M. and Ambraseys, N. (1990). Behavior of reinforced concrete structural walls: strength, deformation characteristics and failure mechanism. ACI Structural Journal, 87(1):23-31.spa
dc.relation.referencesNSR-10 (2010). Colombian Code for earthquake-resistant construction. Colombian Association of Earthquake Engineering, AIS, Colombiaspa
dc.relation.referencesSánchez, A. (2010). Seismic behavior of housing with concrete walls. Technical Report, Institute of Engineering, National University of Mexico, UNAM (in Spanish).spa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.creativecommonsAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)spa
dc.subject.proposalConcrete walleng
dc.subject.proposalEfficiency factoreng
dc.subject.proposalHousingeng
dc.subject.proposalReinforcement contributioneng
dc.subject.proposalShake tableeng
dc.subject.proposalSteel straineng
dc.type.coarhttp://purl.org/coar/resource_type/c_2df8fbb1spa
dc.type.contentTextspa
dc.type.driverinfo:eu-repo/semantics/articlespa
dc.type.redcolhttp://purl.org/redcol/resource_type/ARTspa


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