Numerical Models used for The Calculation of The Cable-Stayed Bridge at Km 0+540 over Danube-Black Sea Canal

Publicado en línea: 21 feb 2017

Páginas: 37 - 49

DOI: https://doi.org/10.1515/rjti-2016-0047

Palabras clave

bridge, stay, pylon, nonlinear analysis, second order effects

© 2017

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