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dc.contributor.authorCacho Pérez, Mariano 
dc.date.accessioned2024-06-19T10:41:57Z
dc.date.available2024-06-19T10:41:57Z
dc.date.issued2024
dc.identifier.citationInternational Journal of Non-Linear Mechanics, 2024, vol. 162, 104718en
dc.identifier.issn0020-7462es
dc.identifier.urihttps://uvadoc.uva.es/handle/10324/68144
dc.descriptionProducción Científicaes
dc.description.abstractThis work calculates the collapse load factor and the collapse mechanism of 2D frames with slender structural members of variable section type and arbitrary distributed loads. A Kinematic Direct Method (KDM) is used for calculations. The equilibrium equations necessary to carry out the analysis are obtained systematically. The search for the collapse mechanism and the collapse load factor is carried out using an optimization method where the load factor is maximized. The following types of load are used: uniformly distributed loads, trapezoidal and sinusoidal distributed loads.en
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 hingees
dc.subject.classificationPlanar steel frames
dc.subject.classificationCollapse load factor
dc.subject.classificationCollapse mechanism
dc.subject.classificationArbitrary distributed loads
dc.subject.classificationVariable section
dc.titleLimit analysis of planar steel frames with variable section type and arbitrary loadses
dc.typeinfo:eu-repo/semantics/articlees
dc.rights.holder© 2024 The Authores
dc.identifier.doi10.1016/j.ijnonlinmec.2024.104718es
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0020746224000830es
dc.identifier.publicationfirstpage104718es
dc.identifier.publicationtitleInternational Journal of Non-Linear Mechanicses
dc.identifier.publicationvolume162es
dc.peerreviewedSIes
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones


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