Estimation of Nonlinear Seismic Response of a 10-Story RC Shear Wall Structure Designed According to P100/81

Publicado en línea: 01 sept 2025

Páginas: 42 - 56

DOI: https://doi.org/10.2478/mmce-2025-0004

Palabras clave

Nonlinear Seismic Response, Reinforced Concrete Shear Walls, PUSH-OVER Analysis, Displacement Demand

© 2025 Mihai Platon, published by Sciendo

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