Qualitative Seismic Evaluation of the Existing UR Masonry Shear Walls – Reinforced Concrete Frames System

Pubblicato online: 31 dic 2024

DOI: https://doi.org/10.2478/sspjce-2024-0014

Parole chiave

unreinforced masonry (URM), RC frames, dual system, level of damage, seismic assessment

© 2024 Petru Mihai et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.