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dc.contributor.author | Gil-Romero, Jaime | es_ES |
dc.contributor.author | Song, Y. | es_ES |
dc.contributor.author | Gregori Verdú, Santiago | es_ES |
dc.contributor.author | Tur Valiente, Manuel | es_ES |
dc.contributor.author | Rønnquist, A. | es_ES |
dc.contributor.author | Fuenmayor Fernández, Francisco-Javier | es_ES |
dc.date.accessioned | 2024-07-01T18:36:26Z | |
dc.date.available | 2024-07-01T18:36:26Z | |
dc.date.issued | 2024-01-15 | es_ES |
dc.identifier.issn | 0141-0296 | es_ES |
dc.identifier.uri | http://hdl.handle.net/10251/205619 | |
dc.description.abstract | [EN] Optimising the catenary topology to improve the pantograph-catenary interaction is computationally expensive. Especially in the case of large numbers of parameters. Unfortunately, varying span lengths and dropper distribution in realistic systems requires the inclusion of a vast number of parameters, making the optimisation problem extremely complicated. Published optimisation works assume that the catenary is a perfectly periodical structure to reduce the number of parameters involved in the optimisation and keep the computational cost below a feasible limit. This paper attempts to deal with the scientific challenge of optimising a realistic system by proposing an iterative optimisation strategy consisting of optimising groups of parameters separately and repeating the optimisations iteratively to consider the dependence between parameters that otherwise would need to be optimised together. This solution performs topological catenary optimisation in catenary zones with span variability or transition zones in which optimisations that assume periodicity are no longer valid. | es_ES |
dc.description.sponsorship | The authors would like to acknowledge the financial support received from the State Research Agency of the Spanish Science and Innovation Ministry, Spain (PID2020-113458RB-I00) and from the Valencian Regional Government, Spain (PROMETEO/2021/046). | 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 | Catenary | es_ES |
dc.subject | Pantograph | es_ES |
dc.subject | Optimisation | es_ES |
dc.subject | Experimental validation | es_ES |
dc.subject.classification | INGENIERIA MECANICA | es_ES |
dc.title | Railway catenary optimisation with span variability by an iterative optimisation algorithm for large numbers of parameters | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.1016/j.engstruct.2023.117090 | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2020-113458RB-I00/ES/ENSAYOS HIL DE PANTOGRAFOS CON MODELOS AVANZADOS DE CATENARIAS VIRTUALES / | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/GENERALITAT VALENCIANA//PROMETEO%2F2021%2F046//MODELADO NUMÉRICO AVANZADO EN INGENIERÍA MECÁNICA/ | es_ES |
dc.rights.accessRights | Abierto | 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 | Gil-Romero, J.; Song, Y.; Gregori Verdú, S.; Tur Valiente, M.; Rønnquist, A.; Fuenmayor Fernández, F. (2024). Railway catenary optimisation with span variability by an iterative optimisation algorithm for large numbers of parameters. Engineering Structures. 299. https://doi.org/10.1016/j.engstruct.2023.117090 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://doi.org/10.1016/j.engstruct.2023.117090 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 299 | es_ES |
dc.relation.pasarela | S\502416 | es_ES |
dc.contributor.funder | GENERALITAT VALENCIANA | es_ES |
dc.contributor.funder | AGENCIA ESTATAL DE INVESTIGACION | es_ES |
dc.contributor.funder | Universitat Politècnica de València | es_ES |