Comparative Study for Buckling Resistance of Steel Sheets Provided with Stiffeners Used in Bridge Structures
By: Marian Daraban
References
- [1] Popa N. (1986) Contribuţii la calculul şi alcătuirea podurilor metalice cu grinzi cu inimă plină şi casetate. Teză de doctorat. UTCB;
- [2] Răcănel I. R. (2007). Stabilitatea podurilor metalice cu imperfecţiuni de execuţie. Ed. Conspress UTCB;
- [3] Timoshenko S.P. (1936) Theory of elastic stability, Mc Grow-Hill, New York;
- [4] Klöppel, K Möller, K.H. (1960). Beulwerte ausgesteifter Rachteckplatten. Wilh. Ernst, Berlin;
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DOI: https://doi.org/10.1515/mmce-2015-0010 | Journal eISSN: 2784-1391
Language: English
Page range: 1 - 7
Published on: Oct 29, 2015
Published by: Technical University of Civil Engineering of Bucharest
In partnership with: Paradigm Publishing Services
Publication frequency: Volume open
Related subjects:
© 2015 Marian Daraban, published by Technical University of Civil Engineering of Bucharest
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.