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dc.contributor.author | Yepes-Bellver, Lorena | es_ES |
dc.contributor.author | Brun-Izquierdo, Alejandro | es_ES |
dc.contributor.author | Alcalá-González, Julián | es_ES |
dc.contributor.author | Yepes, V. | es_ES |
dc.date.accessioned | 2024-11-15T19:16:05Z | |
dc.date.available | 2024-11-15T19:16:05Z | |
dc.date.issued | 2023-10 | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/211873 | |
dc.description.abstract | [EN] This study aims to establish a methodology for optimizing embodied energy while constructing lightened road flyovers. A cross-sectional analysis is conducted to determine design parameters through an exhaustive literature review. Based on this analysis, key design variables that can enhance the energy efficiency of the slab are identified. The methodology is divided into two phases: a statistical technique known as Latin Hypercube Sampling is initially employed to sample deck variables and create a response surface; subsequently, the response surface is fine-tuned through a Kriging-based optimization model. Consequently, a methodology has been developed that reduces the energy cost of constructing lightened slab bridge decks. Recommendations to improve energy efficiency include employing high slenderness ratios (approximately 1/28), minimizing concrete and active reinforcement usage, and increasing the amount of passive 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 | Optimization | es_ES |
dc.subject | Embodied energy | es_ES |
dc.subject | Bridges | es_ES |
dc.subject | Surrogate model | es_ES |
dc.subject | Kriging | es_ES |
dc.subject | Prestressed concrete | es_ES |
dc.subject | Sustainability | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.subject.classification | MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS | es_ES |
dc.title | Embodied Energy Optimization of Prestressed Concrete Road Flyovers by a Two-Phase Kriging Surrogate Model | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.3390/ma16206767 | 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.contributor.affiliation | Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros Industriales - Escola Tècnica Superior d'Enginyers Industrials | es_ES |
dc.description.bibliographicCitation | Yepes-Bellver, L.; Brun-Izquierdo, A.; Alcalá-González, J.; Yepes, V. (2023). Embodied Energy Optimization of Prestressed Concrete Road Flyovers by a Two-Phase Kriging Surrogate Model. Materials. 16(20). https://doi.org/10.3390/ma16206767 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://doi.org/10.3390/ma16206767 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 16 | es_ES |
dc.description.issue | 20 | es_ES |
dc.identifier.eissn | 1996-1944 | es_ES |
dc.identifier.pmid | 37895749 | es_ES |
dc.identifier.pmcid | PMC10608230 | es_ES |
dc.relation.pasarela | S\501427 | 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 |