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Abstract
The present research is devoted to the study of out-of-plane buckling of a truss with horizontal braces. The truss is a model of real roof truss scaled by factor ¼. A linear buckling and a non-linear analysis with geometric and material nonlinearity were carried out. The truss buckling and limit load for different stiffnesses and number of braces are found. Numerical analysis are verified by experiment. Threshold bracing stiffness condition for full bracing of the truss isproposed.
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- Category:
- Conference activity
- Type:
- publikacja w wydawnictwie zbiorowym recenzowanym (także w materiałach konferencyjnych)
- Title of issue:
- XIII Sympozjum Stateczności Konstrukcji = Stability of Structures XIII-th Symposium, Zakopane 17-21 September 2012 strony 275 - 282
- Language:
- English
- Publication year:
- 2012
- Bibliographic description:
- Krajewski M., Krajewski M.: 3D buckling analysis of a truss with horizontal braces// XIII Sympozjum Stateczności Konstrukcji = Stability of Structures XIII-th Symposium, Zakopane 17-21 September 2012/ ed. eds. K. Kowal-Michalska, R. J. Mania. - Lodz University of Technology. Łódź: , 2012, s.275-282
- Verified by:
- Gdańsk University of Technology
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