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dc.contributor.authorXu, Yuwang
dc.contributor.authorØiseth, Ole
dc.contributor.authorMoan, Torgeir
dc.date.accessioned2019-02-11T14:39:35Z
dc.date.available2019-02-11T14:39:35Z
dc.date.created2018-10-23T20:34:35Z
dc.date.issued2018
dc.identifier.citationMarine Structures. 2018, 58 434-452.nb_NO
dc.identifier.issn0951-8339
dc.identifier.urihttp://hdl.handle.net/11250/2584867
dc.description.abstractThe construction of a three-span suspension bridge with two floating pylons is currently being considered for crossing the 5-km-wide and 550-m-deep Bjørnafjorden in Norway. The bridge design represents a novel concept that requires a detailed dynamic analysis to improve the current understanding of its dynamic behavior. Geometric nonlinearities in the cables and mooring system and nonlinearities in the load models are of particular interest; in addition, the relative influence of the buffeting wind forces and the first- and second-order wave excitation forces were carefully studied. The response predictions were obtained using state-of-the-art time domain methods.nb_NO
dc.language.isoengnb_NO
dc.publisherElseviernb_NO
dc.titleTime domain simulations of wind- and wave-induced load effects on a three-span suspension bridge with two floating pylonsnb_NO
dc.title.alternativeTime domain simulations of wind- and wave-induced load effects on a three-span suspension bridge with two floating pylonsnb_NO
dc.typeJournal articlenb_NO
dc.description.versionsubmittedVersionnb_NO
dc.source.pagenumber434-452nb_NO
dc.source.volume58nb_NO
dc.source.journalMarine Structuresnb_NO
dc.identifier.doi10.1016/j.marstruc.2017.11.012
dc.identifier.cristin1622905
dc.description.localcodeThis is a submitted manuscript of an article published by Elsevier Ltd in Marine Structures, 7 February 2018.nb_NO
cristin.unitcode194,64,45,0
cristin.unitcode194,64,20,0
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.unitnameInstitutt for marin teknikk
cristin.ispublishedtrue
cristin.fulltextpreprint
cristin.qualitycode2


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