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dc.contributor.authorFenerci, Aksel
dc.contributor.authorØiseth, Ole
dc.date.accessioned2018-01-25T08:36:07Z
dc.date.available2018-01-25T08:36:07Z
dc.date.created2018-01-24T10:51:24Z
dc.date.issued2018
dc.identifier.citationJournal of Wind Engineering and Industrial Aerodynamics. 2018, 172 116-138.nb_NO
dc.identifier.issn0167-6105
dc.identifier.urihttp://hdl.handle.net/11250/2479572
dc.description.abstractAs Storm Tor struck the western coast of Norway, wind speeds and bridge deck accelerations along the Hardanger Bridge girder were recorded by the monitoring system installed on the bridge. Using 13.5 h of data, mean wind speed, turbulence intensities, gust factor, turbulence length scales, angle-of-attack, and one-point and two-point turbulence spectra are studied using 10-minute stationary averaging intervals. Using the measured turbulence statistics as inputs, the buffeting response of the bridge deck is calculated in the frequency domain. The calculated response is compared with the measured response in terms of the root-mean-square (RMS) of acceleration and displacement components and the power spectral density of the acceleration response. Significant discrepancies are found in the case of the vertical response. Predicting the spectral response is found to be more difficult than predicting the RMS response, in particular for high-frequency responses. Considering the spanwise non-uniformity of turbulence statistics did not affect the predictions significantly.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleStrong wind characteristics and dynamic response of a long-span suspension 1 bridge during a stormnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber116-138nb_NO
dc.source.volume172nb_NO
dc.source.journalJournal of Wind Engineering and Industrial Aerodynamicsnb_NO
dc.identifier.doi10.1016/j.jweia.2017.10.030
dc.identifier.cristin1550655
dc.description.localcode© 2017. This is the authors’ accepted and refereed manuscript to the article. Locked until 15.11.2019 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/nb_NO
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpreprint
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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