Brokonstruktioner – Lasteffektrelationer av trafiklaster
(2013)Civil Engineering (M.Sc.Eng.)
Division of Structural Engineering
- Abstract
- In this master thesis the load effect factors for 448 fictitious bridges, with different modes, have been examined. All analysis has been carried out in a finite element program. Bridge types that have been investigated are composite bridges and concrete beam bridges with a single beam, referred to as single beam bridges. For the analysis the main difference between the two bridge types is that torsional moment is neglected for composite bridges. Total bridge length, number of spans and bridge width have been varied systematically.
Please use this url to cite or link to this publication:
http://lup.lub.lu.se/student-papers/record/4461305
- author
- Halling, Rasmus and Hilvardén, André
- supervisor
- organization
- year
- 2013
- type
- H3 - Professional qualifications (4 Years - )
- subject
- keywords
- Load Model 1, Type Vehicle Model, load effect factor
- report number
- TVBK-5227
- ISSN
- 0349-4969
- language
- Swedish
- id
- 4461305
- date added to LUP
- 2014-06-12 15:32:52
- date last changed
- 2014-06-12 15:32:52
@misc{4461305, abstract = {{In this master thesis the load effect factors for 448 fictitious bridges, with different modes, have been examined. All analysis has been carried out in a finite element program. Bridge types that have been investigated are composite bridges and concrete beam bridges with a single beam, referred to as single beam bridges. For the analysis the main difference between the two bridge types is that torsional moment is neglected for composite bridges. Total bridge length, number of spans and bridge width have been varied systematically.}}, author = {{Halling, Rasmus and Hilvardén, André}}, issn = {{0349-4969}}, language = {{swe}}, note = {{Student Paper}}, title = {{Brokonstruktioner – Lasteffektrelationer av trafiklaster}}, year = {{2013}}, }