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dc.contributor.authorPiquer, Ana
dc.contributor.authorIbáñez Usach, Carmen
dc.contributor.authorHernández-Figueirido, David
dc.date.accessioned2019-03-21T09:00:11Z
dc.date.available2019-03-21T09:00:11Z
dc.date.issued2019-04-01
dc.identifier.citationPIQUER VICENT, Ana; IBÁÑEZ USACH, Carmen; HERNÁNDEZ FIGUEIRIDO, David (2019). Structural response of concrete-filled round-ended stub columns subjected to eccentric loads. Engineering Structures, v. 184, p. 318-328ca_CA
dc.identifier.urihttp://hdl.handle.net/10234/181898
dc.description.abstractConcrete-filled steel beam-columns Round-ended beam-columns Eccentric loads High strength concrete Sectional capacity Stub beam-columnsca_CA
dc.format.extent37 p.ca_CA
dc.format.mimetypeapplication/pdfca_CA
dc.language.isoengca_CA
dc.publisherElsevierca_CA
dc.relation.isPartOfEngineering Structures (2019), v. 184ca_CA
dc.rights.urihttp://rightsstatements.org/vocab/CNE/1.0/*
dc.subjectConcrete-filled steel beam-columnsca_CA
dc.subjectRound-ended beam-columnsca_CA
dc.subjectEccentric loadsca_CA
dc.subjectHigh strength concreteca_CA
dc.subjectSectional capacityca_CA
dc.subjectStub beam-columnsca_CA
dc.titleStructural response of concrete-filled round-ended stub columns subjected to eccentric loadsca_CA
dc.typeinfo:eu-repo/semantics/articleca_CA
dc.identifier.doihttps://doi.org/10.1016/j.engstruct.2019.01.091
dc.relation.projectIDGeneralitat Valenciana for the project GV/2015/098, entitled “Análisis numérico de la configuración óptima y sostenible de pilares mixtos tipo concrete filled steel tubes (CFT)”.ca_CA
dc.rights.accessRightsinfo:eu-repo/semantics/openAccessca_CA
dc.relation.publisherVersionhttps://www.sciencedirect.com/science/article/pii/S0141029618330761ca_CA
dc.type.versioninfo:eu-repo/semantics/publishedVersionca_CA


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