Statisk analyse av en skråkabelbro med element metoden
dc.contributor.advisor | Pavlou, Dimitrios G. | |
dc.contributor.author | Mohr, Johan Andreas Hole | |
dc.date.accessioned | 2024-07-06T15:51:48Z | |
dc.date.available | 2024-07-06T15:51:48Z | |
dc.date.issued | 2024 | |
dc.identifier | no.uis:inspera:197660335:234131399 | |
dc.identifier.uri | https://hdl.handle.net/11250/3138814 | |
dc.description | Full text not available | |
dc.description.abstract | ||
dc.description.abstract | This thesis takes an approach to a static structural analysis of a selected cable-stayed bridge using the finite element method (FEM). The bridge selected for analysis is the Skarnsund Bridge, located in Norway's middle district of Trøndelag. It was a world record-breaking bridge at the time of construction and still holds the world record for the longest main span of a concrete cable-stayed bridge at 530 m. The thesis aims to develop a 3D solid model with cable elements to model the bridge based on available information. It will also include non-linear analysis with the cable sag effect, large deformation effect, and P-Delta effect. Different load cases will determine the model's stability. | |
dc.language | eng | |
dc.publisher | UIS | |
dc.title | Statisk analyse av en skråkabelbro med element metoden | |
dc.type | Bachelor thesis |
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Studentoppgaver (TN-IKM / TN-IMBM) [1243]
Master- og bacheloroppgaver i Konstruksjoner og materialer / Maskin, bygg og materialteknologi (maskinkonstruksjoner, byggkonstruksjoner og energiteknologi) / Masteroppgaver i Offshore teknologi: industriell teknologi og driftsledelse - Offshore technology: industrial Asset management / Masteroppgaver i Offshoreteknologi : offshore systemer (konstruksjonsteknikk og marin- og undervannsteknologi-subsea technology)