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dc.contributor.authorBaravalle, Michele
dc.contributor.authorKohler, Jochen
dc.date.accessioned2017-11-20T11:36:29Z
dc.date.available2017-11-20T11:36:29Z
dc.date.created2017-11-16T20:02:42Z
dc.date.issued2018
dc.identifier.citationStructural Safety. 2018, 70 115-127.nb_NO
dc.identifier.issn0167-4730
dc.identifier.urihttp://hdl.handle.net/11250/2467125
dc.description.abstractThe article presents a contribution to the current debate on the probabilistic representation of the wind speed extremes for calibration of the partial safety factor covering wind action. The requirements for the probabilistic model are formulated. The Gumbel distribution is shown to represents best the 10-min mean wind velocity yearly maxima based on theoretical considerations and analyses of real data with different statistical techniques. Data from locations across a large geographical region indicate that the coefficient of variation of the distribution varies over the territory. A method is proposed for accounting this variation in order to calibrate a single partial safety factor for the whole territory. The distribution location is indirectly given in design standards through the georeferenced characteristic wind speed values. A solution for including the uncertainty affecting these values is suggested. The findings are implemented in an illustrative calibration exercise. The proposed methods and concepts might be applied to other environmental actions such as the snow loads.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.titleOn the probabilistic representation of the wind climate for calibration of structural design standardsnb_NO
dc.typeJournal articlenb_NO
dc.typePeer reviewednb_NO
dc.description.versionacceptedVersionnb_NO
dc.source.pagenumber115-127nb_NO
dc.source.volume70nb_NO
dc.source.journalStructural Safetynb_NO
dc.identifier.doi10.1016/j.strusafe.2017.10.012
dc.identifier.cristin1515046
dc.description.localcode© 2017. This is the authors’ accepted and refereed manuscript to the article. LOCKED until 4.11.2019 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.ispublishedfalse
cristin.fulltextoriginal
cristin.qualitycode2


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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