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Abstract
The research is devoted to study lateral buckling of truss with linear and rotational elastic side-supports. Geometrically nonlinear analysis of example truss with linear and rotational elastic sidesupports is carried out. The limit normal force in compressed chord of the truss due to stiffness of side supports is calculated. The elastic support reaction in relation to force in compressed chordand coefficient of buckling length related to side support distance are also calculated. The results are compared with Polish standard and Eurocode requirements.
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- Category:
- Conference activity
- Type:
- publikacja w wydawnictwie zbiorowym recenzowanym (także w materiałach konferencyjnych)
- Title of issue:
- EUROSTEEL 2008 : 5th European Conference on Steel and Composites Structures : research - practice - new materials, Graz, Austria 3-5 September 2008. Vol. B strony 1641 - 1646
- Language:
- English
- Publication year:
- 2008
- Bibliographic description:
- Iwicki P.: Stability of truss with side - supports. The case of linear and rotational elastic supports// EUROSTEEL 2008 : 5th European Conference on Steel and Composites Structures : research - practice - new materials, Graz, Austria 3-5 September 2008. Vol. B/ ed. eds. R.Ofner, D.Beg, J.Fink, R.Greiner, H. Unterweger Brussels: ECCS Eur. Convention for Constructional Steelwork, 2008, s.1641-1646
- Verified by:
- Gdańsk University of Technology
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