Comparative Study Between Experimental Results and the Numerical One of the Lateral Buckling Resistence for the Two Curved I Girders of a Curved Bridge Model

Publié en ligne: 20 oct. 2015

Pages: 33 - 44

DOI: https://doi.org/10.1515/rjti-2015-0029

Mots clés

Flambaj lateral, poduri curbe, analiză neliniară

© 2015

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.