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dc.contributor.authorStatens vegvesen
dc.coverage.spatialNorway, E39 Bjørnafjordenen_US
dc.date.accessioned2020-08-06T06:31:55Z
dc.date.available2020-08-06T06:31:55Z
dc.date.issued2019-09-18
dc.identifier.urihttps://hdl.handle.net/11250/2670999
dc.description.abstractIn order to consider the skew wind effects on a slender structure, the Entail in-house wind code has been modified to accept 2D aerodynamic coefficients dependant on skew angle and angle of attack. Based on the modified wind code, a benchmarking on Bjørnafjorden K12 concept has been performed. A preliminary study of the benchmark results show that the skew wind effects may be important for some responses, depending on the excited modes. Further investigations are needed in order to fully understand the effect and importance on a general basis, both in terms of the input (aerodynamic coefficients) and the bridge response.en_US
dc.description.sponsorshipStatens vegvesen Vegdirektorateten_US
dc.language.isoengen_US
dc.publisherStatens vegvesenen_US
dc.relation.ispartofseriesStatens vegvesens rapporter;
dc.rightsAttribution-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nd/4.0/deed.no*
dc.subjectStatens vegvesen Vegdirektorateten_US
dc.subjectSBJ-32-C5-AMC-20-TN-001 Skew wind sensitivity studyen_US
dc.subjectFerjefri E39en_US
dc.titleSBJ-32-C5-AMC-20-TN-001 Skew wind sensitivity studyen_US
dc.typeReporten_US
dc.source.pagenumber22en_US


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Attribution-NoDerivatives 4.0 Internasjonal
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