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Abstract
In this paper the classical Winter model, developed originally for columns is applied for frame structures and compared with the results of parametric study of frame with bracing. Sensitivity analysis of critical loads of frame due to bracing stiffness is carried out and the threshold bracing stiffness for full bracing is found. In the non-linear statical analysis the forces in bracings are calculated.
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- Category:
- Conference activity
- Type:
- publikacja w wydawnictwie zbiorowym recenzowanym (także w materiałach konferencyjnych)
- Title of issue:
- XII Sympozjum Stateczności Konstrukcji = Stability of Structures XIIth Symposium, Zakopane, 07-11 września 2009 strony 139 - 146
- Language:
- English
- Publication year:
- 2009
- Bibliographic description:
- Iwicki P.: Buckling of braced frames// XII Sympozjum Stateczności Konstrukcji = Stability of Structures XIIth Symposium, Zakopane, 07-11 września 2009/ ed. red. K. Kowal-Michalska, R. J. Mania. - Katedra Wytrzymałości Materiałów i Konstrukcji Politechniki Łódzkiej; [et al.]. Łódź: KWMiKPŁ, 2009, s.139-146
- Verified by:
- Gdańsk University of Technology
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