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dc.contributor.authorViuff, Thomas
dc.contributor.authorLeira, Bernt Johan
dc.contributor.authorØiseth, Ole
dc.contributor.authorXiang, Xu
dc.date.accessioned2017-12-07T13:40:06Z
dc.date.available2017-12-07T13:40:06Z
dc.date.created2017-01-02T08:59:35Z
dc.date.issued2016
dc.identifier.isbn978-3-85748-144-4
dc.identifier.urihttp://hdl.handle.net/11250/2469567
dc.description.abstractA theoretical overview of the stochastic dynamic analysis of a floating bridge structure is presented. Emphasis is on the wave-induced response and the waves on the sea surface are idealized as a zero mean stationary Gaussian process. The first-order wave load processes are derived using linear potential theory and the structural idealization is based on the Finite Element Method. A frequency response calculation is presented for a simplified floating bridge structure example emphasising the influence on von Mises stress in the pontoon from low- and high frequency waves and frequency dependence in hydrodynamic added mass and damping coefficients.nb_NO
dc.language.isoengnb_NO
dc.publisherThe International Association for Bridge and Structural Engineering (IABSE)nb_NO
dc.relation.ispartof19th Congress of IABSE, Challenges in Design and Construction of an Innovative and Sustainable Built Environment
dc.titleDynamic Response of a Floating Bridge Structurenb_NO
dc.typeChapternb_NO
dc.typePeer reviewednb_NO
dc.description.versionpublishedVersionnb_NO
dc.source.pagenumber181-188nb_NO
dc.identifier.cristin1418904
dc.description.localcode© The International Association for Bridge and Structural Engineering (IABSE) 2016nb_NO
cristin.unitcode194,64,20,0
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for marin teknikk
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.fulltextpreprint
cristin.qualitycode1


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