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dc.contributor.authorDai, Jian
dc.contributor.authorLeira, Bernt Johan
dc.contributor.authorMoan, Torgeir
dc.contributor.authorAlsos, Hagbart Skage
dc.date.accessioned2020-11-17T07:15:54Z
dc.date.available2020-11-17T07:15:54Z
dc.date.created2020-11-04T15:30:15Z
dc.date.issued2020
dc.identifier.issn0029-8018
dc.identifier.urihttps://hdl.handle.net/11250/2688116
dc.description.abstractMooring systems are important structural components of very long floating bridges. They effectively limit the transverse motions of the bridge under environmental loads. They also add viscous hydrodynamic damping to the entire system. The safe and economical design of mooring systems is thus important but also challenging especially when the wave conditions are inhomogeneous. In this paper, a computational study is carried out to investigate the responses of the mooring lines for a 4.6 km long fjord crossing floating bridge accounting for inhomogeneous wave conditions. Based on the structural responses, this study also attempts to evaluate the fatigue damage in the mooring lines by using different fatigue analysis methods. The accuracy of the spectral methods is examined by comparison with the conventional rainflow cycle counting algorithm. Numerical studies are conducted to obtain an indication of the effect of various wave inhomogeneities on the fatigue damage in the mooring lines.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/deed.no*
dc.titleEffect of wave inhomogeneity on fatigue damage of mooring lines of a side-anchored floating bridgeen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.source.journalOcean Engineeringen_US
dc.identifier.doi10.1016/j.oceaneng.2020.108304
dc.identifier.cristin1844974
dc.relation.projectNorges forskningsråd: 268403en_US
dc.description.localcodeDOI: 10.1016/j.oceaneng.2020.108304. 0029-8018/© 2020 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND licenseen_US
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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Attribution-NonCommercial-NoDerivatives 4.0 Internasjonal
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