Reinforcement contribution to the behavior of low-rise concrete walls

dc.contributorGrupo de Investigación Estructuras y Materiales - Gimeci
dc.creatorCarrillo León, Julián
dc.creatorJerez Barbosa, Sandra Roció
dc.creatorGuzmán Guerrero, Andrés Fernando
dc.date.accessioned2023-06-09T21:27:50Z
dc.date.accessioned2023-09-06T21:16:36Z
dc.date.available2023-06-09T21:27:50Z
dc.date.available2023-09-06T21:16:36Z
dc.date.created2023-06-09T21:27:50Z
dc.date.issued2014
dc.identifier1679-7817
dc.identifierhttps://repositorio.escuelaing.edu.co/handle/001/2408
dc.identifier1679-7825
dc.identifierhttps://www.lajss.org/index.php/LAJSS/article/view/1128
dc.identifier.urihttps://repositorioslatinoamericanos.uchile.cl/handle/2250/8707173
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.
dc.languageeng
dc.publisherLatin American Journal of Solids and Structures
dc.publisherBrasil
dc.relation1805
dc.relation10
dc.relation1791
dc.relation11
dc.relationN/A
dc.relationLatin American Journal of Solids and Structures
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dc.rightshttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rightsinfo:eu-repo/semantics/openAccess
dc.rightsAtribución-NoComercial-SinDerivadas 4.0 Internacional (CC BY-NC-ND 4.0)
dc.sourcehttps://www.lajss.org/index.php/LAJSS/article/view/1128
dc.titleReinforcement contribution to the behavior of low-rise concrete walls
dc.typeArtículo de revista


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