dc.contributor.author | Statens vegvesen | |
dc.contributor.author | TNNgu | |
dc.coverage.spatial | Norway, E39 Bjørnafjorden | en_US |
dc.date.accessioned | 2020-07-01T10:28:35Z | |
dc.date.available | 2020-07-01T10:28:35Z | |
dc.date.issued | 2019-08-15 | |
dc.identifier.uri | https://hdl.handle.net/11250/2660284 | |
dc.description.abstract | The case of a ship impact on the K12 – end-anchored floating bridge with mooring system
over Bjørnafjorden, is studied. The report seeks to clarify how the structure responds to ship
impact locally on the bridge girder by explicit nonlinear finite element analysis. | en_US |
dc.description.sponsorship | Statens vegvesen Vegdirektoratet | en_US |
dc.language.iso | eng | en_US |
dc.publisher | Statens vegvesen | en_US |
dc.relation.ispartofseries | Statens vegvesens rapporter; | |
dc.rights | Attribution-NoDerivatives 4.0 Internasjonal | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nd/4.0/deed.no | * |
dc.subject | Statens vegvesen Vegdirektoratet | en_US |
dc.subject | SBJ-33-C5-OON-22-RE-015-B | en_US |
dc.subject | E39 Bjørnafjorden | en_US |
dc.title | K12 – Ship impact, Bridge girder | en_US |
dc.type | Report | en_US |
dc.source.pagenumber | 50 | en_US |