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dc.contributor.authorRamos, Ana
dc.contributor.authorCastanheira Pinto, Alexandre
dc.contributor.authorColaço, Aires
dc.contributor.authorFernández Ruiz, Jesús
dc.contributor.authorAlves Costa, Pedro
dc.date.accessioned2024-09-11T18:36:21Z
dc.date.available2024-09-11T18:36:21Z
dc.date.issued2023
dc.identifier.citationRamos, A., Castanheira-Pinto, A., Colaço, A., Fernández-Ruiz, J., & Alves Costa, P. (2023). Predicting Critical Speed of Railway Tracks Using Artificial Intelligence Algorithms. Vibration, 6(4), 895-916. https://doi.org/10.3390/VIBRATION6040053es_ES
dc.identifier.urihttp://hdl.handle.net/2183/38995
dc.description.abstract[Abstract:] Motivated by concerns regarding safety and maintenance, the operational speed of a railway line must remain significantly below the critical speed associated with the track–ground system. Given the large number of track sections within a railway corridor that potentially need to be analyzed, the development of efficient predictive tools is of the utmost importance. Based on that, the problem can be analyzed in a few seconds instead of taking several hours of computational effort, as required by a numerical analysis. In this context, and for the first time, machine learning algorithms, namely artificial neural networks and support vector machine techniques, are applied to this particular issue. For its derivation, a reliable and robust dataset was developed by means of advanced numerical methodologies that were previously experimentally validated. The database is available as supplemental data and may be used by other researchers. Regarding the prediction process, the performance of both models was very satisfactory. From the results achieved, it is possible to conclude that the prediction tool is a novel and reliable approach for an almost instantaneous prediction of critical speed in a high number of track sections.es_ES
dc.description.sponsorshipThis work was financially supported by: Base Funding (UIDB/04708/2020) and Programmatic Funding (UIDP/04708/2020) of the CONSTRUCT Instituto de I&D em Estruturas e Construções, funded by national funds through the FCT/MCTES (PIDDAC); Project PTDC/ECI-EGC/3352/2021, funded by national funds through FCT/MCTES; European Union’s Horizon 2020 Programme Research and Innovation action under Grant Agreement No 101012456, In2Track3; Grant no. 2022.00898.CEECIND (Scientific Employment Stimulus, 5th Edition) provided by “FCT– Fundação para a Ciência e Tecnologia”.es_ES
dc.description.sponsorshipPortugal. Fundação para a Ciência e a Tecnologia (FCT). UIDB/04708/2020es_ES
dc.description.sponsorshipPortugal. Fundação para a Ciência e a Tecnologia (FCT). UIDP/04708/2020es_ES
dc.description.sponsorshipPortugal. Fundação para a Ciência e a Tecnologia (FCT). PTDC/ECI-EGC/3352/2021es_ES
dc.description.sponsorshipPortugal. Fundação para a Ciência e a Tecnologia (FCT). 2022.00898.CEECINDes_ES
dc.language.isoenges_ES
dc.publisherMDPIes_ES
dc.relationinfo:eu-repo/grantAgreement/EC/H2020/101012456es_ES
dc.relation.urihttps://doi.org/10.3390/VIBRATION6040053es_ES
dc.rightsAtribución 3.0 Españaes_ES
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/*
dc.subjectArtificial intelligencees_ES
dc.subjectRailway dynamicses_ES
dc.subjectCritical speedes_ES
dc.subjectNumerical modelinges_ES
dc.subjectScoping tooles_ES
dc.titlePredicting Critical Speed of Railway Tracks Using Artificial Intelligence Algorithmses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessinfo:eu-repo/semantics/openAccesses_ES
UDC.journalTitleVibrationes_ES
UDC.volume6es_ES
UDC.issue4es_ES
UDC.startPage895es_ES
UDC.endPage916es_ES
dc.identifier.doi10.3390/VIBRATION6040053


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