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Response of thin lightly-reinforced concrete walls under cyclic loading

dc.creatorBlandon C.A.spa
dc.creatorArteta C.A.spa
dc.creatorBonett R.L.spa
dc.creatorCarrillo J.spa
dc.creatorBeyer K.spa
dc.creatorAlmeida J.P.spa
dc.date.accessioned2018-10-31T13:44:22Z
dc.date.available2018-10-31T13:44:22Z
dc.date.created2018
dc.identifier.issn1410296
dc.identifier.urihttp://hdl.handle.net/11407/4894
dc.descriptionDuring the last two decades, thin concrete walls have been frequently used to brace mid- to high-rise buildings in some Latin American countries. This structural system differs significantly in terms of wall geometry and reinforcement layout from traditional cast-in-place reinforced concrete wall buildings. Limited experimental data on this wall system and the absence of post-earthquake field observations make it difficult to assess whether such walls behave similarly to the walls designed according to the current local design code. The paper presents and discusses the results of an experimental program comprising quasi-static cyclic tests of four slender, thin and lightly-reinforced concrete walls with different geometrical configurations, steel properties and reinforcement layouts, which correspond to a common construction practice in Colombia. The seismic response of the specimens was assessed in terms of crack propagation and failure modes, hysteretic and backbone curves, contribution of rocking, flexural, shear and sliding components to lateral drift, stiffness degradation, and energy dissipation capacity. The results suggest that the response of these reinforced concrete walls does not meet the performance specified in the Colombian regulation if they are designed to reach the maximum lateral drift allowed by the code. © 2018 Elsevier Ltdspa
dc.language.isoeng
dc.publisherElsevier Ltdspa
dc.relation.isversionofhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85053037222&doi=10.1016%2fj.engstruct.2018.08.089&partnerID=40&md5=284792abf8d6f3ec930ea791134cf938spa
dc.sourceScopusspa
dc.subjectCold-drawn reinforcementspa
dc.subjectLightly-reinforced slender wallsspa
dc.subjectReinforced concretespa
dc.subjectThin wallspa
dc.subjectWelded-wire meshspa
dc.subjectCyclic loadsspa
dc.subjectEnergy dissipationspa
dc.subjectReinforced concretespa
dc.subjectSoftware testingspa
dc.subjectStiffnessspa
dc.subjectTall buildingsspa
dc.subjectWalls (structural partitions)spa
dc.subjectCold-drawnspa
dc.subjectEnergy dissipation capacitiesspa
dc.subjectGeometrical configurationsspa
dc.subjectLightly reinforced concretesspa
dc.subjectLightly-reinforced slender wallsspa
dc.subjectReinforced concrete wallspa
dc.subjectThin wallsspa
dc.subjectWelded-wire meshspa
dc.subjectCast in place concretespa
dc.titleResponse of thin lightly-reinforced concrete walls under cyclic loadingspa
dc.typeArticleeng
dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.publisher.programIngeniería Civilspa
dc.contributor.affiliationBlandon, C.A., Universidad EIA;Arteta, C.A., Universidad del Norte;Bonett, R.L., Universidad de Medellín;Carrillo, J., Universidad Militar Nueva Granada;Beyer, K., Earthquake Engineering and Structural Dynamics Laboratory (EESD), École Polytechnique Fédérale de Lausanne;J.P., Earthquake Engineering and Structural Dynamics Laboratory (EESD), École Polytechnique Fédérale de Lausannespa
dc.identifier.doi10.1016/j.engstruct.2018.08.089
dc.relation.citationvolume176
dc.relation.citationstartpage175
dc.relation.citationendpage187
dc.publisher.facultyFacultad de Ingenieríasspa
dc.relation.ispartofesEngineering Structuresspa
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dc.type.versioninfo:eu-repo/semantics/publishedVersion
dc.type.driverinfo:eu-repo/semantics/article


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