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dc.contributor.authorTomás Espín, Antonio 
dc.contributor.authorMartí Montrull, Pascual 
dc.date.accessioned2012-12-04T20:44:06Z
dc.date.available2012-12-04T20:44:06Z
dc.date.issued2010
dc.identifier.citationTOMÁS ESPÍN, Antonio, MARTÍ MONTRULL, Pascual. Shape and size optimisation of concrete shells. En Engineering Structures 2010, nº 32 (6) p. 1650-1658. ISSN 0141-0296es_ES
dc.identifier.issn0141-0296
dc.description.abstractOptimisation techniques may be effective in finding alternative geometries of shell structures to improve their mechanical behaviour, particularly avoiding or reducing the bending moments. This paper shows how the field of use of computers may be widened using these techniques in the design of concrete shells, allowing the user to obtain optimum designs complying with the design conditions. Some optimum geometric designs of an actual concrete shell were found, presenting an aesthetic appearance similar to that initially planned by the designer. The results confirm that significant improvements in the structural behaviour may be achieved with only slight geometric changes.es_ES
dc.formatapplication/pdfes_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.rights© Copyright Elsevier 2010es_ES
dc.titleShape and size optimisation of concrete shellses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.subjectShellses_ES
dc.subjectConcretees_ES
dc.subjectShape optimisationes_ES
dc.subjectStructural responsees_ES
dc.identifier.urihttp://hdl.handle.net/10317/3044
dc.identifier.doi10.1016/j.engstruct.2010.02.013
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES


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