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A Parametric Study of Optimum Road Modular Hinged Frames by Hybrid Metaheuristics

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A Parametric Study of Optimum Road Modular Hinged Frames by Hybrid Metaheuristics

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dc.contributor.author Ruiz-Vélez, Andrés es_ES
dc.contributor.author Alcalá-González, Julián es_ES
dc.contributor.author Yepes, V. es_ES
dc.date.accessioned 2023-02-28T19:00:49Z
dc.date.available 2023-02-28T19:00:49Z
dc.date.issued 2023-01-18 es_ES
dc.identifier.uri http://hdl.handle.net/10251/192161
dc.description.abstract [EN] This paper addresses a study of cost-optimal road modular hinged frames. The performance of three hybrid metaheuristics is assessed through a fractional factorial design of experiments. The results allow for selecting and calibrating the hybrid simulated annealing to solve the combinatorial optimization problem. By varying the horizontal span from 8 to 16 meters and the earth cover from 1 to 5 meters, 25 different structural configurations are studied. The calibrated methodology is applied to obtain nine different frames with optimal costs for each configuration. The study of the economic, environmental and geometrical characteristics of the 225 optimum structures allows for the development of a regression analysis. With R2 correlation coefficients close to the unit, the expressions form a valuable tool for calculating the final cost, associated emissions, embodied energy and particular geometric characteristics. The optimum structures present slender and densely reinforced designs. In addition, some structures show considerable reductions in the shear reinforcement, something solved by localized increases in longitudinal reinforcement. es_ES
dc.description.sponsorship Grant PID2020-117056RB-I00 funded by MCIN/AEI/10.13039/501100011033 and by ¿ERDF A way of making Europe¿. es_ES
dc.language Inglés es_ES
dc.publisher MDPI AG es_ES
dc.relation.ispartof Materials es_ES
dc.rights Reconocimiento (by) es_ES
dc.subject Reinforced concrete es_ES
dc.subject Modular es_ES
dc.subject Hinged frame es_ES
dc.subject Hybrid metaheuristic es_ES
dc.subject Parametric es_ES
dc.subject Regression es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title A Parametric Study of Optimum Road Modular Hinged Frames by Hybrid Metaheuristics es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.3390/ma16030931 es_ES
dc.relation.projectID info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2020-117056RB-I00/ES/OPTIMIZACION HIBRIDA DEL CICLO DE VIDA DE PUENTES Y ESTRUCTURAS MIXTAS Y MODULARES DE ALTA EFICIENCIA SOCIAL Y MEDIOAMBIENTAL BAJO PRESUPUESTOS RESTRICTIVOS/ es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports es_ES
dc.description.bibliographicCitation Ruiz-Vélez, A.; Alcalá-González, J.; Yepes, V. (2023). A Parametric Study of Optimum Road Modular Hinged Frames by Hybrid Metaheuristics. Materials. 16(3):1-19. https://doi.org/10.3390/ma16030931 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.3390/ma16030931 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 19 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 16 es_ES
dc.description.issue 3 es_ES
dc.identifier.eissn 1996-1944 es_ES
dc.identifier.pmid 36769938 es_ES
dc.identifier.pmcid PMC9918265 es_ES
dc.relation.pasarela S\481195 es_ES
dc.contributor.funder AGENCIA ESTATAL DE INVESTIGACION es_ES
dc.contributor.funder European Regional Development Fund es_ES
dc.subject.ods 09.- Desarrollar infraestructuras resilientes, promover la industrialización inclusiva y sostenible, y fomentar la innovación es_ES


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