Open Access
| Issue |
MATEC Web Conf.
Volume 262, 2019
64 Scientific Conference of the Committee for Civil Engineering of the Polish Academy of Sciences and the Science Committee of the Polish Association of Civil Engineers (PZITB) (KRYNICA 2018)
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|---|---|---|
| Article Number | 09008 | |
| Number of page(s) | 6 | |
| Section | Metal Structures | |
| DOI | https://doi.org/10.1051/matecconf/201926209008 | |
| Published online | 30 January 2019 | |
- A. Biegus. Trapezoidal sheet as a bracing preventingfrom out-of-plane buckling, Archives of Civil and Mechanical Engineering, 15, 735–741 (2015) [CrossRef] [Google Scholar]
- Sz. Pałkowski. On the stabilization of roof purlinwith corrugated sheet, Inżynieria i Budownictwo, 9,473–475 (2017) [in Polish] [Google Scholar]
- Sz. Pałkowski. The calculation models of transversal roof bracings, Inżynieria i Budownictwo, 3, p.: 131–133 (2016) . [in Polish] [Google Scholar]
- A. Biegus, D. Wojczyszyn. Studies on bucklinglength of chords for out-of-plane instability, Archives of Civil and Mechanical Engineering, 11/3, 507–517 (2011) [CrossRef] [Google Scholar]
- J. Jankowska-Sandberg, J. Kołodziej. Experimentalstudy of steel truss lateral-torsional buckling, Engineering Structures, 46, 165–172 (2013) [CrossRef] [Google Scholar]
- M. Krajewski, P. Iwicki. Analysis of brace stiffnessinfluence on stability of the truss, InternationalJournal of Applied Mechanics and Engineering, 20/1, 97–108 (2015) [CrossRef] [Google Scholar]
- J. A. Yura. Winter’s bracing approach revisited, Engineering structures, 18/10, 821–825 (1996) [CrossRef] [Google Scholar]
- P. Iwicki. Comparison of classical Winter’s bracingrequirements of compressed truss chord withstability analysis of 3D truss-model, Proceedings in Applied Mathematics and Mechanics, 9/1, 247–248(2009) [CrossRef] [Google Scholar]
- PN-EN 1993-1-1: 2006. Eurocode 3: Design of steelstructures. Part 1-1: Genaral rules and rules forbuilding [in Polish] [Google Scholar]
- Sz. Pałkowski, M. Piątkowski. On the calculation of lateral roof bracing, Inżynieria i Budownictwo, 4,210–213 (2014) [in Polish] [Google Scholar]
- D. Czepiżak, A. Biegus. Refined calculation of lateral bracing systems due to global geometricalimperfection, Journal of Constructional SteelResearch, 19, 30–38 (2016) [CrossRef] [Google Scholar]
- L. Niewiadomski, J. Zamorowski. The load of transversal bracings resulting from geometricimperfection of single-span trusses of roofs, Proceedings of the 12th International Conference onNew Trend in Static and Dynamics of Buildings, Bratislava, Slovakia, (2014) [in Polish] [Google Scholar]
- PN-EN 1090-2: 2002. Execution of steel structuresand aluminium structures. Technical requirementsfor steel structures [in Polish] [Google Scholar]
- SOFiSTiK Structural Desktop: User interface of SOFiSTiK software. SOFiSTiK AG. 2008 [Google Scholar]
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