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dc.contributor.authorLystad, Tor Martin
dc.contributor.authorFenerci, Aksel
dc.contributor.authorØiseth, Ole Andre
dc.date.accessioned2020-04-07T12:15:23Z
dc.date.available2020-04-07T12:15:23Z
dc.date.created2020-01-17T14:46:06Z
dc.date.issued2019
dc.identifier.isbn978-3-030-12815-9
dc.identifier.urihttps://hdl.handle.net/11250/2650659
dc.description.abstractLong-span bridges are often designed based on the assumption of wind field homogeneity. At the Hardanger Bridge, the wind field along the bridge span is monitored though 8 triaxial ultrasonic anemometers. Simultaneously recorded profiles for mean wind velocity and turbulence intensity along the span are used to investigate the effect of non-uniform wind profiles on the aerodynamic behaviour of the Hardanger Bridge. Extreme non-uniformity is considered using Monte Carlo simulations to generate extreme, but realistic wind profiles based on the variability of the measured wind field. When the buffeting response of the Hardanger Bridge is considered, significant effects on the behaviour is found.en_US
dc.language.isoengen_US
dc.publisherSpringeren_US
dc.relation.ispartofProceedings of the XV Conference of the Italian Association for Wind Engineering
dc.titleAerodynamic Effect of Non-uniform Wind Profiles for Long-Span Bridgesen_US
dc.typeChapteren_US
dc.description.versionacceptedVersionen_US
dc.source.pagenumber427-439en_US
dc.identifier.doi10.1007/978-3-030-12815-9_34
dc.identifier.cristin1776007
dc.description.localcode"This is a post-peer-review, pre-copyedit version of an article. The final authenticated version is available online at: http://dx.doi.org/10.1007/978-3-030-12815-9_34 "en_US
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpreprint
cristin.qualitycode1


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