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dc.contributor.authorStatens vegvesen
dc.contributor.authorEivBj
dc.coverage.spatialNorway, E39 Bjørnafjorden_US
dc.date.accessioned2020-07-01T08:32:36Z
dc.date.available2020-07-01T08:32:36Z
dc.date.issued2019-08-15
dc.identifier.urihttps://hdl.handle.net/11250/2660240
dc.description.abstractThe global response of the bridge due to ship impact has been studied in this report. The main focus is impacts between ship deckhouse and girder and between ship bulb and pontoon. Girder impacts all along the bridge length have been considered, orthogonal to the bridge girder from both directions. Pontoon impacts have been considered on all three pontoon types, at selected characteristic locations along the bridge. Three impacts are considered; head on (0-degrees) and centric and eccentric side impacts (90-degrees). Pontoon impact from a sideway drifting ship and submarine impact has also been discussed. Post impact the bridge must withstand 100-years environmental conditions.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.subjectSBJ-33-C5-OON-22-RE-013en_US
dc.subjectStatens vegvesen Vegdirektorateten_US
dc.subjectE39 Bjørnafjorden_US
dc.titleK12 - Ship impact, Global assessmenten_US
dc.typeReporten_US
dc.source.pagenumber51en_US


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Attribution-NoDerivatives 4.0 Internasjonal
Except where otherwise noted, this item's license is described as Attribution-NoDerivatives 4.0 Internasjonal