Citas bibligráficas
Cotrina, M., Reynaldo, J. (2023). Desarrollo de un aplicativo basado en Python para automatizar el análisis sísmico en edificaciones de un sistema convencional tipo pórtico de hasta 5 pisos ubicados en el distrito de Miraflores [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/669960
Cotrina, M., Reynaldo, J. Desarrollo de un aplicativo basado en Python para automatizar el análisis sísmico en edificaciones de un sistema convencional tipo pórtico de hasta 5 pisos ubicados en el distrito de Miraflores [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/669960
@misc{renati/409315,
title = "Desarrollo de un aplicativo basado en Python para automatizar el análisis sísmico en edificaciones de un sistema convencional tipo pórtico de hasta 5 pisos ubicados en el distrito de Miraflores",
author = "Reynaldo Coronel, Jose Jhames",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
Many earthquakes are detected worldwide, constantly endangering both human lives and infrastructure. Therefore, it remains essential to conduct optimal seismic analyses in buildings. Currently, the process entails manual calculations, extensive iterations, and partial automation through commercial design programs. Based on surveys of thirty-five structural engineers, this process typically takes between 13 and 15 hours on average. The research project aims to develop a Python-powered app that automates the seismic analysis of up to 5-story building structures with a portal system in Miraflores district. The algorithms necessary for web app development were created in Python, alongside selected libraries that expedite the process, including Dash, Plotly, Matplotlib, Pandas, Numpy, and OpenSeesPy. The application includes static seismic analysis, dynamic modal spectral seismic analysis, and optimization of structural element dimensions in buildings. A comparison was conducted on the time required to perform seismic analysis. The developed application (tests) resulted in a 99% reduction in time compared to the traditional method (surveys). Finally, we evaluated the application's reliability by comparing its results with those of the ETABS software. We confirmed that both software programs have a maximum drift of 0.006981, which meets the parameters set in the E.030 Standard.
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