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

Publié en ligne: 31 déc. 2024

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

Mots clés

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

© 2024 Petru Mihai et al., published by Sciendo

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