Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study

Publicado en línea: 10 dic 2020

Páginas: 94 - 107

DOI: https://doi.org/10.2478/rjti-2020-0006

Palabras clave

Reinforced concrete structures, Disproportionate sections, Compression, Biaxial bending

© 2020 Savu Adrian-Alexandru, published by Sciendo

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