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dc.contributor.authorViuff, Thomas
dc.contributor.authorXiang, Xu
dc.contributor.authorLeira, Bernt Johan
dc.contributor.authorØiseth, Ole
dc.date.accessioned2019-02-11T14:25:36Z
dc.date.available2019-02-11T14:25:36Z
dc.date.created2018-09-27T15:40:09Z
dc.date.issued2018
dc.identifier.isbn978-0-7918-5132-6
dc.identifier.urihttp://hdl.handle.net/11250/2584861
dc.description.abstractA code-to-code comparison of the dynamic characteristics of an end-anchored floating pontoon bridge is presented for two commercial software commonly used in the offshore industry, i.e. SIMO-RIFLEX and ORCAFLEX. Furthermore, a second comparison of the hydrodynamic properties of the floating pontoons are compared between two commercial Boundary Element Method software, i.e. AQWA and WADAM. The pontoons are modelled with an extended bottom to change the dynamic properties of the bridge structure. Viscous effects of this so-called heave plate is not considered in the study. The study shows good comparisons between the natural periods of the floating bridge structure and both software yield good convergence in the time domain. However, significant differences in the stochastic response has been found.nb_NO
dc.language.isoengnb_NO
dc.publisherASMEnb_NO
dc.relation.ispartofASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering - Volume 11A: Honoring Symposium for Professor Carlos Guedes Soares on Marine Technology and Ocean Engineering
dc.titleCode-to-Code Verification of End-Anchored Floating Bridge Global Analysisnb_NO
dc.typeChapternb_NO
dc.description.versionpublishedVersionnb_NO
dc.identifier.doi10.1115/OMAE2018-77902
dc.identifier.cristin1615175
dc.description.localcodeCopyright © 2018 by ASMEnb_NO
cristin.unitcode194,64,20,0
cristin.unitcode194,64,45,0
cristin.unitnameInstitutt for marin teknikk
cristin.unitnameInstitutt for konstruksjonsteknikk
cristin.ispublishedtrue
cristin.fulltextpreprint
cristin.fulltextoriginal
cristin.qualitycode1


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