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Optimal Design of Sustainable Reinforced Concrete Precast Hinged Frames

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Optimal Design of Sustainable Reinforced Concrete Precast Hinged Frames

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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 2023-01-10T19:00:25Z
dc.date.available 2023-01-10T19:00:25Z
dc.date.issued 2022-12-20 es_ES
dc.identifier.uri http://hdl.handle.net/10251/191206
dc.description.abstract [EN] Sustainable development requires improvements in the use of natural resources. The main objective of the present study was to optimize the use of materials in the construction of reinforced concrete precast hinged frames. Proprietary software was developed in the Python programming language. This allowed the structure¿s calculation, verification and optimization through the application of metaheuristic techniques. The final cost is a direct representation of the use of materials. Thus, three algorithms were applied to solve the economic optimization of the frame. By applying simulated annealing, threshold accepting and old bachelor¿s acceptance algorithms, sustainable, non-traditional designs were achieved. These make optimal use of natural resources while maintaining a highly restricted final cost. In order to evaluate the environmental impact improvement, the carbon-dioxide-associated emissions were studied and compared with a reference cast-in-place reinforced concrete frame. The results showed designs with reduced upper slab and lateral wall depth and dense passive reinforcement. These were able to reduce up to 24% of the final cost of the structure as well as over 30% of the associated emissions. es_ES
dc.description.sponsorship The authors acknowledge the financial support of 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 Precast es_ES
dc.subject Hinged frame es_ES
dc.subject Metaheuristic es_ES
dc.subject Optimization es_ES
dc.subject Sustainability es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Optimal Design of Sustainable Reinforced Concrete Precast Hinged Frames es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.3390/ma16010204 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. (2022). Optimal Design of Sustainable Reinforced Concrete Precast Hinged Frames. Materials. 16(1):1-23. https://doi.org/10.3390/ma16010204 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.3390/ma16010204 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 23 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 16 es_ES
dc.description.issue 1 es_ES
dc.identifier.eissn 1996-1944 es_ES
dc.identifier.pmid 36614541 es_ES
dc.relation.pasarela S\479757 es_ES
dc.contributor.funder AGENCIA ESTATAL DE INVESTIGACION 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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