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dc.contributor.authorCheynet, Etienne
dc.contributor.authorJakobsen, Jasna Bogunovic
dc.contributor.authorSnæbjörnsson, Jonas Thor
dc.contributor.authorAngelou, Nikolas
dc.contributor.authorMikkelsen, Torben
dc.contributor.authorSjöholm, Mikael
dc.contributor.authorSvardal, Benny
dc.date.accessioned2020-04-17T09:26:49Z
dc.date.available2020-04-17T09:26:49Z
dc.date.created2017-10-23T10:02:17Z
dc.date.issued2017-12
dc.identifier.citationCheynet, E., Jakobsen, J.B., Snæbjörnsson, J. et al. (2017). Journal of Wind Engineering and Industrial Aerodynamics, 171, 261-272.en_US
dc.identifier.issn0167-6105
dc.identifier.urihttps://hdl.handle.net/11250/2651474
dc.description.abstractThe paper presents a full-scale observation of the flow conditions downstream of a suspension bridge by a system of synchronized short-range dual-Doppler wind lidars. The lidar units were deployed directly on the bridge walkway during a four-day pilot experiment. The wind velocity was monitored at every meter along a 111 m long vertical line segment 40 m downstream of the deck, with a sampling period of one second. The lidar wind data are studied in terms of the mean wind velocity deficit and turbulence intensity downstream of the bridge deck. They provided a full-scale characterization of the wake of a bridge box girder not previously seen in the literature. This includes an observation of the vortex shedding process, consistent with a Strouhal number of 0.11. The drag coefficient, deduced from the mean velocity deficit, is found to be comparable to the value available from the wind tunnel tests. Challenges in the estimation of the wind velocity data related to the variable measurement noise of the individual lidars, as a function of the wind direction, are highlighted. Suggestions for future applications of a similar measurement set-up, based on this unique study performed during a single day only, are also provided.en_US
dc.language.isoengen_US
dc.publisherElsevier Ltd.en_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.subjectsuspension bridgeen_US
dc.subjectwind lidaren_US
dc.subjecthengebroen_US
dc.subjectwake measurementen_US
dc.subjectturbulenceen_US
dc.subjectfull-scaleen_US
dc.titleFull-scale observation of the flow downstream of a suspension bridge decken_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionacceptedVersionen_US
dc.rights.holder© 2017 Elsevier Ltd. All rights reserved.en_US
dc.subject.nsiVDP::Teknologi: 500en_US
dc.source.pagenumber261-272en_US
dc.source.volume171en_US
dc.source.journalJournal of Wind Engineering and Industrial Aerodynamicsen_US
dc.identifier.doi10.1016/j.jweia.2017.10.007
dc.identifier.cristin1506665
cristin.unitcode217,8,5,0
cristin.unitnameInstitutt for maskin, bygg og materialteknologi
cristin.ispublishedtrue
cristin.fulltextpostprint
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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