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dc.contributorMirambell Arrizabalaga, Enrique
dc.contributor.authorMiculas, Cristian Vasile
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.date.accessioned2015-12-07T08:20:43Z
dc.date.available2015-12-07T08:20:43Z
dc.date.created2015-07-24
dc.date.issued2015-06
dc.identifier.urihttp://hdl.handle.net/2117/80222
dc.language.isoeng
dc.publisherUniversitat Politècnica de Catalunya
dc.rightsAttribution 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshReinforced concrete
dc.subject.othersteel-concrete composite structures
dc.subject.otherpartial shear interaction
dc.subject.othernonlinear analysis
dc.subject.otherfinite element method
dc.subject.otherconcrete slab composite effects.
dc.titleNonlinear analysis of steel-concrete composite beams with full and partial shear connection
dc.typeMaster thesis
dc.subject.lemacFormigó armat
dc.identifier.slugPRISMA-113146
dc.rights.accessOpen Access
dc.date.updated2015-08-05T18:00:41Z
dc.audience.educationlevelMàster
dc.audience.mediatorEscola Tècnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona


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Except where otherwise noted, content on this work is licensed under a Creative Commons license: Attribution 3.0 Spain