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

This study analyzes the displacement demands of a 10-story reinforced concrete (RC) building with shear walls, designed according to the P100/81 seismic code. The nonlinear static (pushover) analysis evaluates the structure’s seismic performance, identifying dynamic characteristics, plastic mechanis...

Full description

Bibliographic Details

Published in:	Modelling in Civil Environmental Engineering
Main Author:	Platon Mihai
Format:	Article
Language:	English
Published:	Sciendo 2025-03-01
Subjects:	nonlinear seismic response reinforced concrete shear walls push-over analysis displacement demand
Online Access:	https://doi.org/10.2478/mmce-2025-0004