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

Data publikacji: 20 paź 2015

Zakres stron: 33 - 44

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

Słowa kluczowe

Flambaj lateral, poduri curbe, analiză neliniară

© 2015

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