Bibliographic citations
Tejada, J., Sanchez, C. (2024). Análisis comparativo entre el uso de aisladores sísmicos de núcleo de plomo y péndulo de fricción en un centro de salud ubicado en la provincia de La Oroya, departamento de Junín. [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/683044
Tejada, J., Sanchez, C. Análisis comparativo entre el uso de aisladores sísmicos de núcleo de plomo y péndulo de fricción en un centro de salud ubicado en la provincia de La Oroya, departamento de Junín. [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/683044
@misc{renati/1032675,
title = "Análisis comparativo entre el uso de aisladores sísmicos de núcleo de plomo y péndulo de fricción en un centro de salud ubicado en la provincia de La Oroya, departamento de Junín.",
author = "Sanchez Portella, Cesar Marcelo",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
Peru, located within the Pacific Ring of Fire, is exposed to a high seismic risk. Over the years, this country has experienced numerous seismic catastrophes of varying magnitude, causing serious structural damage to various buildings. Among the most common effects are fissures, cracks and subsidence at the base of the structures, which represents an extreme risk for people who live or are near these buildings. Currently, the Peruvian Technical Standard (NTP) establishes that the objective for designing any structure is to consider parameters that reduce seismic activity. In the case of more important buildings, such as clinics and hospitals, which house a large number of human lives, a higher level of seismic reduction is required to simulate more unfavorable scenarios. Due to this requirement, new measures have been implemented to mitigate the effects of earthquakes. Among the most innovative measures is the installation of seismic isolators, such as sliding isolators and lead core isolators, the latter being the most widely used in Peru. This paper analyzes the variation in structural deformation when installing friction type seismic isolators and lead core isolators. A comparative analysis of the results obtained in terms of deformations at each level of the structure is also performed, providing a technical evaluation of the effectiveness of these seismic isolation systems.
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