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dc.contributor.authorTomás Espín, Antonio 
dc.contributor.authorMartí Montrull, Pascual 
dc.date.accessioned2013-01-15T13:25:30Z
dc.date.available2013-01-15T13:25:30Z
dc.date.issued2009
dc.identifier.citationTOMÁS ESPÍN, Antonio, MARTÍ MONTRULL, Pascual. Design of reinforcement for concrete co-planar shell structures using optimization techniques. En Meccanica, 2010, Nº 45 (5), p. 657-669. ISSN: 0025-6455es_ES
dc.identifier.issn0025-6455
dc.description.abstractThe absence of universally accepted solutions for the design of reinforcement in plates and shells in the structural concrete codes, and the constant development of computers combined with powerful numerical methods, reveal the need for a standard procedure to calculate the required reinforcement in thin elements subject to membrane and flexural forces. In the present study, the amount of reinforcement is optimized locally for each finite element of the mesh that models the geometry of the problem. Some numerical examples are given and compared to the results provided by other authors, achieving significant savings in reinforcemenes_ES
dc.formatapplication/pdfes_ES
dc.language.isoenges_ES
dc.publisherSpringeres_ES
dc.rights© Copyright Springeres_ES
dc.titleDesign of reinforcement for concrete co-planar shell structures using optimization techniqueses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.subjectReinforcementes_ES
dc.subjectConcretees_ES
dc.subjectShell elementses_ES
dc.subjectOptimizationes_ES
dc.subjectCo-planar shell structureses_ES
dc.identifier.urihttp://hdl.handle.net/10317/3106
dc.identifier.doi10.1007/s11012-009-9263-6
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.type.versioninfo:eu-repo/semantics/submittedVersiones_ES


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