dc.contributor.author | Statens vegvesen | |
dc.contributor.author | HPO | |
dc.coverage.spatial | Norway, E39 Bjørnafjorden | en_US |
dc.date.accessioned | 2020-06-30T08:44:17Z | |
dc.date.available | 2020-06-30T08:44:17Z | |
dc.date.issued | 2019-08-15 | |
dc.identifier.uri | https://hdl.handle.net/11250/2660004 | |
dc.description.abstract | Introduction: The cable stayed bridge is constituting the south portion of the Bjørnafjorden Bridge, "cantilevering" from Reksteren across the Svarvahelleholmen Island and connecting to the floating bridge at axis 3. The tower is positioned on the island, while the 380 m main span allows the navigation to pass under at a height of 45 m and a width of 250 m or more. | 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 | SBJ-33-C5-AMC-22-RE-112 | en_US |
dc.subject | Statens vegvesen Vegdirektoratet | en_US |
dc.subject | E39 Bjørnafjorden | en_US |
dc.title | Preferred solution, K12 - Appendix L – Design of cable stayed bridge and abutments | en_US |
dc.type | Report | en_US |
dc.source.pagenumber | 244 | en_US |