Análisis de la deriva admisible para normativas de diseño sismorresistente.

Abstract

This research consists of evaluating the sensitivity of structural drift, is developed for moment-resistant frames within the linear range and considers the static analysis method to obtain the forces equivalent to the action of the earthquake. A high number of analyzes are presented due to the combination of the characteristic parameters of the base model configuration. Therefore, to optimize the parameterization, it is convenient to prepare a programming code in Python language and use the libraries incorporated in OpenSeespy to obtain the displacements and drifts of each floor of the building.