Bibliographic citations
Lujan, L., Lujan, J. (2024). Análisis comparativo sismo resistente usando aisladores con núcleo de plomo y deslizadores planos de fricción en una edificación de 3 niveles en el departamento de Apurímac - Provincia de Chincheros [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/675295
Lujan, L., Lujan, J. Análisis comparativo sismo resistente usando aisladores con núcleo de plomo y deslizadores planos de fricción en una edificación de 3 niveles en el departamento de Apurímac - Provincia de Chincheros [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/675295
@misc{renati/502605,
title = "Análisis comparativo sismo resistente usando aisladores con núcleo de plomo y deslizadores planos de fricción en una edificación de 3 niveles en el departamento de Apurímac - Provincia de Chincheros",
author = "Lujan Lopez, Jose Carlos",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
Due to the geographical location of our country and the proximity to the ring of fire, we have a greater risk of suffering a large earthquake. For this reason, it is urgent to use seismic protection systems in our essential buildings, isolating the superstructure from the floor through the use of seismic isolators. In this research work we will follow the following sequence: Firstly, we will establish the properties of the concrete, steel, type of loads (dead load and live load), parameters and characteristics of the structure. Secondly, we will find the static analysis considering objective parameters. Thirdly, we find the modal dynamic analysis of spectral response. Fourthly, the individual and system properties of the lead core seismic insulators will be calculated. Fifth, the individual and system properties of the flat friction sliders will be calculated. Finally, the drifts, periods, displacements and frequencies of both models will be obtained to choose which one has the best performance in the event of a large magnitude earthquake. The seismic design of the structure has been carried out according to the recommendations of ASCE/SEI 07-22 “Minimum Design Loads for Buildings and Other Structures”, NTE E.030 Seismic-resistant design, R.M. 355-2018-HOUSING and NTE E.031 Seismic isolation.
This item is licensed under a Creative Commons License