Heuristic Techniques for the Design of Steel-Concrete Composite Pedestrian Bridges

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dc.contributor.affiliationDepartamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil
dc.contributor.affiliationDepartamento de Mecánica de los Medios Continuos y Teoría de Estructuras
dc.contributor.affiliationEscuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
dc.contributor.affiliationInstituto Universitario de Investigación de Ciencia y Tecnología del Hormigón
dc.contributor.authorYepes, V.
dc.contributor.authorDasí-Gil, M.es_ES
dc.contributor.authorMartínez-Muñoz, D.
dc.contributor.authorLópez Desfilis, Vicente José
dc.contributor.authorMartí Albiñana, José Vicente
dc.contributor.funderAgencia Estatal de Investigaciónes_ES
dc.date.accessioned2020-11-04T04:32:20Z
dc.date.available2020-11-04T04:32:20Z
dc.date.issued2019-08es_ES
dc.description.abstract[EN] The objective of this work was to apply heuristic optimization techniques to a steel-concrete composite pedestrian bridge, modeled like a beam on two supports. A program has been developed in Fortran programming language, capable of generating pedestrian bridges, checking them, and evaluating their cost. The following algorithms were implemented: descent local search (DLS), a hybrid simulated annealing with a mutation operator (SAMO2), and a glow-worms swarm optimization (GSO) in two variants. The first one only considers the GSO and the second combines GSO and DLS, applying the DSL heuristic to the best solutions obtained by the GSO. The results were compared according to the lowest cost. The GSO and DLS algorithms combined obtained the best results in terms of cost. Furthermore, a comparison between the CO2 emissions associated with the amount of materials obtained by every heuristic technique and the original design solution were studied. Finally, a parametric study was carried out according to the span length of the pedestrian bridge.en_EN
dc.description.accrualMethodSes_ES
dc.description.bibliographicCitationYepes, V.; Dasí-Gil, M.; Martínez-Muñoz, D.; López Desfilis, VJ.; Martí Albiñana, JV. (2019). Heuristic Techniques for the Design of Steel-Concrete Composite Pedestrian Bridges. Applied Sciences. 9(16):1-18. https://doi.org/10.3390/app9163253es_ES
dc.description.issue16es_ES
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dc.description.sponsorshipThe authors acknowledge the financial support of the Spanish Ministry of Economy and Business, along with FEDER funding (DIMALIFE Project: BIA2017-85098-R).es_ES
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dc.description.volume9es_ES
dc.identifier.doi10.3390/app9163253es_ES
dc.identifier.eissn2076-3417es_ES
dc.identifier.urihttps://riunet.upv.es/handle/10251/154030
dc.languageIngléses_ES
dc.publisherMDPI AGes_ES
dc.relation.ispartofApplied Scienceses_ES
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dc.relation.publisherversionhttps://doi.org/10.3390/app9163253es_ES
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dc.rightsReconocimiento (by)es_ES
dc.rights.accessRightsAbiertoes_ES
dc.subjectPedestrian bridgees_ES
dc.subjectComposite structureses_ES
dc.subjectOptimizationes_ES
dc.subjectMetaheuristicses_ES
dc.subjectStructural designes_ES
dc.subject.classificationMECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURASes_ES
dc.subject.classificationINGENIERIA DE LA CONSTRUCCIONes_ES
dc.titleHeuristic Techniques for the Design of Steel-Concrete Composite Pedestrian Bridgeses_ES
dc.typeArtículoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
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