Diseño estructural con análisis estático no lineal (Pushover) en una edificación de seis pisos de hormigón armado

Abstract

The main theme is on seismic design of six floors structure in Ecuador, emphasizing the implementation of a non-lineal analysis with plastic hinges compared to force-based method. The findings indicate that non-lineal analysis yields more precise seismic resistance performance, albeit with a slightly lower seismic load factor reduction compared to the expected value. However, this method leads to higher cost due to the need of more robust sections to ensure desired performance levels.