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dc.contributor.authorHelgedagsrud, Tore Andreas
dc.contributor.authorBazilevs, Yuri
dc.contributor.authorMathisen, Kjell Magne
dc.contributor.authorØiseth, Ole
dc.date.accessioned2020-04-27T09:05:05Z
dc.date.available2020-04-27T09:05:05Z
dc.date.created2019-06-19T12:41:09Z
dc.date.issued2019
dc.identifier.citationJournal of Wind Engineering and Industrial Aerodynamics. 2019, 191 143-153.en_US
dc.identifier.issn0167-6105
dc.identifier.urihttps://hdl.handle.net/11250/2652566
dc.description.abstractFor unsteady aerodynamics, the Arbitrary Lagrangian-Eulerian Variational Multi-Scale (ALE-VMS) formulation for incompressible flows has proven an accurate and powerful method. In this paper we present an overview of some of its applications to wind engineering of long-span bridges, including flutter and buffeting analysis and vortex-induced vibrations. In general the numerical results compare well with the companion wind-tunnel experiments. Further, we use the method to address more special topics of bluff-body aerodynamic; the impact of inlet turbulence on the self-excited forces and the nonconforming span-wise coherence structures of turbulence and buffeting forces. The present work demonstrates the completeness and accuracy of ALE-VMS, and proves it to be a viable engineering tool for bridge aerodynamics.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleALE-VMS methods for wind-resistant design of long-span bridgesen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionacceptedVersionen_US
dc.source.pagenumber143-153en_US
dc.source.volume191en_US
dc.source.journalJournal of Wind Engineering and Industrial Aerodynamicsen_US
dc.identifier.doi10.1016/j.jweia.2019.06.001
dc.identifier.cristin1706056
dc.description.localcode© 2019. This is the authors’ accepted and refereed manuscript to the article. Locked until 16.06.2021 due to copyright restrictions. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/en_US
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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