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Punching shear analysis of slab-column connections

dc.contributor.authorMoreno, Carlos
dc.contributor.authorSarmento, Ana Maria
dc.date.accessioned2014-10-31T10:19:18Z
dc.date.available2014-10-31T10:19:18Z
dc.date.issued2011
dc.description.abstractIn this study, numerical simulations of the experimental behaviour of reinforced concrete slabs tested under punching by the authors are presented. The capabilities and limitations of the numerical model to reproduce the brittle shear failure are discussed.por
dc.identifier.citationMoreno, Carlos; Sarmento, Ana Maria (2011). Punching shear analysis of slab-column connections. In International Conference on Recent Advances in Nonlinear Models – Structural Concrete Applications.por
dc.identifier.isbn978-972-96524-7-9
dc.identifier.urihttp://hdl.handle.net/10198/11268
dc.language.isoengpor
dc.peerreviewedyespor
dc.subjectPunching shearpor
dc.subjectFracture mechanicspor
dc.subjectLoad eccentricitypor
dc.subjectShear reinforcementpor
dc.titlePunching shear analysis of slab-column connectionspor
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlacePortugalpor
oaire.citation.endPage279por
oaire.citation.startPage267por
oaire.citation.titleInternational Conference on Recent Advances in Nonlinear Models – Structural Concrete Applicationspor
person.familyNameMoreno
person.givenNameCarlos
person.identifier.orcid0000-0001-9140-2299
rcaap.rightsopenAccesspor
rcaap.typeconferenceObjectpor
relation.isAuthorOfPublication4174c2aa-c755-41f3-b0db-19219e39c22f
relation.isAuthorOfPublication.latestForDiscovery4174c2aa-c755-41f3-b0db-19219e39c22f

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