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dc.contributor.author | Carbonell Lombardero, Alfonso | es_ES |
dc.contributor.author | González Vidosa, Fernando | es_ES |
dc.contributor.author | Yepes Piqueras, Víctor | es_ES |
dc.date.accessioned | 2013-07-03T06:52:52Z | |
dc.date.issued | 2011 | |
dc.identifier.issn | 0965-9978 | |
dc.identifier.uri | http://hdl.handle.net/10251/30404 | |
dc.description.abstract | [EN] This paper aims at the automatic design and cost minimization of reinforced concrete vaults used in road construction. This paper presents three heuristic optimization methods: the multi-start global best descent local search (MGB), the meta-simulated annealing (SA) and the meta-threshold acceptance (TA). Penalty functions are used for unfeasible solutions. The structure is de¿ned by 49 discrete design variables and the objective function is the cost of the structure. All methods are applied to a vault of 12.40 m of horizontal free span, 3.00 m of vertical height of the lateral walls and 1.00 m of earth cover. This paper presents two original moves of neighborhood search and an algorithm for the calibration of SA-TA algorithms. The MGB algorithm appears to be more ef¿cient than the SA and the TA algorithms in terms of mean results. However, the SA outperforms MGB and TA in terms of best results. The optimization method indicates savings of about 10% with respect to a traditional design. (C) 2011 Elsevier Ltd. All rights reserved. | es_ES |
dc.description.sponsorship | This study was partially funded by the Universidad Politecnica de Valencia (Research Project PAID-06-09) and by the Generalitat Valenciana (Research Project GV/2010/086). The authors are grateful for the thorough revision of the manuscript by Ms. ha Wallon. | en_EN |
dc.language | Inglés | es_ES |
dc.publisher | Elsevier | es_ES |
dc.relation.ispartof | Advances in Engineering Software | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Heuristic optimization | es_ES |
dc.subject | Structural design | es_ES |
dc.subject | Road vaults | es_ES |
dc.subject | Concrete structures | es_ES |
dc.subject | Simulated annealing | es_ES |
dc.subject | Threshold acceptance | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.title | Heuristic optimization of reinforced concrete road vault underpasses | es_ES |
dc.type | Artículo | es_ES |
dc.embargo.lift | 10000-01-01 | |
dc.embargo.terms | forever | es_ES |
dc.identifier.doi | 10.1016/j.advengsoft.2011.01.002 | |
dc.relation.projectID | info:eu-repo/grantAgreement/UPV//PAID-06-09/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/GVA//GV%2F2010%2F086/ | es_ES |
dc.rights.accessRights | Cerrado | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó | es_ES |
dc.description.bibliographicCitation | Carbonell Lombardero, A.; González Vidosa, F.; Yepes Piqueras, V. (2011). Heuristic optimization of reinforced concrete road vault underpasses. Advances in Engineering Software. 42(4):151-159. https://doi.org/10.1016/j.advengsoft.2011.01.002 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://dx.doi.org/10.1016/j.advengsoft.2011.01.002 | es_ES |
dc.description.upvformatpinicio | 151 | es_ES |
dc.description.upvformatpfin | 159 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 42 | es_ES |
dc.description.issue | 4 | es_ES |
dc.relation.senia | 41324 | |
dc.contributor.funder | Generalitat Valenciana | |
dc.contributor.funder | Universitat Politècnica de València |