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dc.contributor.advisor
dc.creatorTadeu, Antònioes
dc.creatorMarques da Silva, F.es
dc.creatorRamenazi, Baharehes
dc.creatorRomero Ordóñez, Antonioes
dc.creatorSkerget, Leopoldes
dc.creatorBandeira, Filipees
dc.date.accessioned2022-02-17T15:02:04Z
dc.date.available2022-02-17T15:02:04Z
dc.date.issued2022-01
dc.identifier.citationTadeu, A., Marques da Silva, F., Ramenazi, B., Romero Ordóñez, A., Skerget, L. y Bandeira, F. (2022). Experimental and numerical evaluation of the wind load on the 516 Arouca pedestrian suspension bridge. Journal of Wind Engineering and Industrial Aerodynamics, 220, 104837.
dc.identifier.issn0167-6105es
dc.identifier.urihttps://hdl.handle.net/11441/130047
dc.description.abstractThe present work analyses the wind load effects on the 516 Arouca bridge, the world's longest pedestrian suspension bridge in 2020. Computational fluid dynamics (CFD) was used to model a range of wind angles of attack between −8° and +8°. The simulations were performed by solving the steady-state Reynolds averaged Navier-Stokes (RANS) equations with the k-ω shear stress transport (SST) model. The fluid domain size was analysed by comparing the fluid flow behaviour for three different downstream sizes. It was shown that the downstream flow is not greatly affected by the bridge body due to the high opening surfaces of the bridge. Therefore, the most appropriate domain size considering the computation time was selected. The simulations were carried out for different bridge configurations to determine the influence of the upper guard of the tray deck and the suspended cables on the generated loads. The numerical results were validated by performing different wind tunnel tests using a reduced scale prototype. The predicted aerodynamic characteristics showed good agreement with the experimental results.es
dc.description.sponsorshipFITEC – Fundo de Inovaçao, Tecnologia e Economia Circular CIT/2018/23es
dc.description.sponsorshipMinisterio de Ciencia, Innovación y Universidades PID 2019-109622RBes
dc.description.sponsorshipFEDER Andalucía US-126491es
dc.formatapplication/pdfes
dc.format.extent13 p.es
dc.language.isoenges
dc.publisherElsevier B.V.es
dc.relation.ispartofJournal of Wind Engineering and Industrial Aerodynamics, 220, 104837.
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectComputational fluid dynamicses
dc.subjectWorld’s longest pedestrian suspension bridgees
dc.subjectWind tunnel testses
dc.subjectNumerical resultses
dc.subjectWind loades
dc.titleExperimental and numerical evaluation of the wind load on the 516 Arouca pedestrian suspension bridgees
dc.typeinfo:eu-repo/semantics/articlees
dc.type.versioninfo:eu-repo/semantics/publishedVersiones
dc.rights.accessrightsinfo:eu-repo/semantics/openAccesses
dc.contributor.affiliationUniversidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructurases
dc.relation.projectIDCIT/2018/23es
dc.relation.projectIDPID 2019-109622RBes
dc.relation.projectIDUS-126491es
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S0167610521003111?via%3Dihubes
dc.identifier.doi10.1016/j.jweia.2021.104837es
dc.contributor.groupUniversidad de Sevilla. TEP245: Ingeniería de las Estructurases
dc.journaltitleJournal of Wind Engineering and Industrial Aerodynamicses
dc.publication.volumen220es
dc.publication.initialPage104837

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Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Except where otherwise noted, this item's license is described as: Attribution-NonCommercial-NoDerivatives 4.0 Internacional