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...

Ausführliche Beschreibung

Bibliografische Detailangaben

1. Verfasser:	Platon Mihai
Format:	Artigo
Sprache:	Inglês
Veröffentlicht:	Sciendo 2025-03-01
Schriftenreihe:	Modelling in Civil Environmental Engineering
Schlagworte:	nonlinear seismic response reinforced concrete shear walls push-over analysis displacement demand
Online-Zugang:	https://doi.org/10.2478/mmce-2025-0004
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