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Preferred solution, K12 - Appendix F – Global analyses - Modelling and assumptions

dc.contributor.authorStatens vegvesen
dc.contributor.authorMST
dc.coverage.spatialNorway, E39 Bjørnafjordenen_US
dc.date.accessioned2020-06-30T10:48:06Z
dc.date.available2020-06-30T10:48:06Z
dc.date.issued2019-08-15
dc.identifier.urihttps://hdl.handle.net/11250/2660044
dc.description.abstractThis report describes modelling and assumptions for the global models established in the concept development work of a floating bridge over Bjørnafjorden. Cable stay tension is evaluated. A benchmark between key softwares for global simulation is shown. Sensitivity to key assumptions and input parameters are checked.en_US
dc.description.sponsorshipStatens vegvesen Vegdirektorateten_US
dc.language.isoengen_US
dc.publisherStatens vegvesenen_US
dc.relation.ispartofseriesStatens vegvesens rapporter;
dc.rightsAttribution-NoDerivatives 4.0 Internasjonal*
dc.rights.urihttp://creativecommons.org/licenses/by-nd/4.0/deed.no*
dc.subjectStatens vegvesen Vegdirektorateten_US
dc.subjectE39 Bjørnafjordenen_US
dc.subjectSBJ-33-C5-AMC-90-RE-106en_US
dc.titlePreferred solution, K12 - Appendix F – Global analyses - Modelling and assumptionsen_US
dc.typeReporten_US
dc.source.pagenumber114en_US


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