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

Online veröffentlicht: 01. Sept. 2025

Seitenbereich: 42 - 56

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

Schlüsselwörter

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

© 2025 Mihai Platon, published by Sciendo

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