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Metamodel-assisted meta-heuristic design optimization of reinforced concrete frame structures considering soil-structure interaction

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Metamodel-assisted meta-heuristic design optimization of reinforced concrete frame structures considering soil-structure interaction

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dc.contributor.author Negrín-Díaz, Iván Antonio es_ES
dc.contributor.author Kripka, Moacir es_ES
dc.contributor.author Yepes, V. es_ES
dc.date.accessioned 2024-06-13T18:16:59Z
dc.date.available 2024-06-13T18:16:59Z
dc.date.issued 2023-10-15 es_ES
dc.identifier.issn 0141-0296 es_ES
dc.identifier.uri http://hdl.handle.net/10251/205122
dc.description.abstract [EN] It is well known that conventional heuristic optimization is the most common approach to deal with structural optimization problems. However, metamodel-assisted optimization has become a valuable strategy for decreasing computational consumption. This paper applies conventional heuristic and Kriging-based meta-heuristic optimization to minimize the CO2 emissions of spatial reinforced concrete frame structures, considering an aspect usually ignored during modeling, such as the soil-structure interaction (SSI). Due to the particularities of the formulated problem, there are better strategies than simple Kriging-based optimization to solve it. Thus, a meta-heuristic strategy is proposed using a Kriging-based two-phase methodology and a local search algorithm. Three different models of structures are used in the study. Results show that including the SSI leads to different design results than those obtained using classical supports. The foundations, usually ignored in this type of research, also prove significant within the structural assembly. Additionally, using an appropriate coefficient of penalization, the meta-heuristic approach can find (on average) results up to 98.24% accuracy for cohesive soils and 98.10% for frictional ones compared with the results of the heuristic optimization, achieving computational savings of about 90%. Therefore, considering aspects such as the SSI, the proposed metamodeling strategy allows for dealing with high-complexity structural optimization problems. es_ES
dc.description.sponsorship This work was supported by the grant PID2020-117056RB-I00, which was funded by MCIN/AEI/10.13039/501100011033 and by "ERDF A way of making Europe". Grant PRE2021-097197 funded by MCIN/AEI/10.13039/501100011033 and by FSE+. es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Engineering Structures es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Structural optimization es_ES
dc.subject Reinforced concrete es_ES
dc.subject Frame structures es_ES
dc.subject CO2 emissions es_ES
dc.subject Metamodel es_ES
dc.subject Kriging es_ES
dc.subject Soil-structure interaction es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Metamodel-assisted meta-heuristic design optimization of reinforced concrete frame structures considering soil-structure interaction es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.engstruct.2023.116657 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.relation.projectID info:eu-repo/grantAgreement/AEI//PRE2021-097197//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 Negrín-Díaz, IA.; Kripka, M.; Yepes, V. (2023). Metamodel-assisted meta-heuristic design optimization of reinforced concrete frame structures considering soil-structure interaction. Engineering Structures. 293:1-17. https://doi.org/10.1016/j.engstruct.2023.116657 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.engstruct.2023.116657 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 17 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 293 es_ES
dc.relation.pasarela S\498818 es_ES
dc.contributor.funder AGENCIA ESTATAL DE INVESTIGACION es_ES
dc.contributor.funder European Regional Development Fund es_ES
dc.contributor.funder Universitat Politècnica de València 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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