K12 - Structural response analyses

Statens vegvesen; VBK

dc.contributor.author	Statens vegvesen
dc.contributor.author	VBK
dc.coverage.spatial	Norway, E39 Bjørnafjord	en_US
dc.date.accessioned	2020-07-01T07:52:14Z
dc.date.available	2020-07-01T07:52:14Z
dc.date.issued	2019-08-15
dc.identifier.uri	https://hdl.handle.net/11250/2660215
dc.description.abstract	In this reports a description of the applied loads are presented along with the limit states and requirement that have been applied in design. The limit state response is also presented together with the calculated capacity with regards to the requirements given in design basis. In general the structure shows good capacity with regards to; - Comfort requirement - Global stability - ULS/ALS response - Deformation requirements (rotation/vertical) Some optimization should be done with regards to rotation from traffic. Besides this, all requirements presented in this report are fulfilled.	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-OON-22-RE-012	en_US
dc.subject	Statens vegvesen Vegdirektoratet	en_US
dc.subject	E39 Bjørnafjord	en_US
dc.title	K12 - Structural response analyses	en_US
dc.type	Report	en_US
dc.source.pagenumber	51	en_US