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dc.contributor.authorCacho-Pérez, M.
dc.date.accessioned2024-07-22T12:15:14Z
dc.date.available2024-07-22T12:15:14Z
dc.date.issued2024
dc.identifier.citationInternational Journal of Non-Linear Mechanics, Volume 166, 2024, 104827, ISSN 0020-7462.es
dc.identifier.issn0020-7462es
dc.identifier.urihttps://uvadoc.uva.es/handle/10324/68980
dc.descriptionProducción Científicaes
dc.description.abstractThis work calculates the collapse load and collapse mechanism of 2D frames with slender structural members and uniformly distributed loads. The search for the collapse mechanism and the collapse load is carried out using step by step method: the load factor is increased and at each step the balance and compatibility equations must be satisfied that the value of the plastic moment is not exceeded in any section. It is verified that the results are different in the cases of point loads and uniform distributed loads, both from a qualitative and quantitative point of view.es
dc.format.mimetypeapplication/pdfes
dc.language.isoenges
dc.publisherElsevieres
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subject.classificationPlastic hinge; Planar steel frame; Collapse mechanism; Collapse load factor; Uniform loadses
dc.titleLimit analysis of planar steel frames, in-element plastic-hinge for uniformly distributed loadses
dc.typeinfo:eu-repo/semantics/articlees
dc.rights.holderUniversidad de Valladolides
dc.identifier.doi10.1016/j.ijnonlinmec.2024.104827es
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0020746224001926es
dc.identifier.publicationfirstpage104827es
dc.identifier.publicationtitleInternational Journal of Non-Linear Mechanicses
dc.identifier.publicationvolume166es
dc.peerreviewedSIes
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones


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