Bibliographic citations
Ccahuay, S., Ayna, E. (2023). Desempeño sísmico mediante el análisis no lineal estático “pushover” de módulos básicos de reconstrucción (MBR) para la zona urbana de Ancash [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/669880
Ccahuay, S., Ayna, E. Desempeño sísmico mediante el análisis no lineal estático “pushover” de módulos básicos de reconstrucción (MBR) para la zona urbana de Ancash [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/669880
@misc{renati/408990,
title = "Desempeño sísmico mediante el análisis no lineal estático “pushover” de módulos básicos de reconstrucción (MBR) para la zona urbana de Ancash",
author = "Ayna Aduviri, Eloy Danny",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
Nowadays, the city of Ancash is a highly vulnerable region, since it is a region that has presented different natural disasters between high intensity and earthquakes the Niño phenomena, that brought with them many tragedies and human losses, this means a risk for the population in especially of educational centers that are essential structures that host a large number of people every day. The present study focuses on the evaluation of the seismic performance of the schools' module of the Systemic Project of the Basic Reconstruction Module (MBR 2019), this research was developed through nonlinear static “Pushover” analysis to determine the level of seismic performance of the model that proposed the by the MINEDU. The design of this research was documentary and was carried out using criteria, procedures, methodologies from international codes such as ASCE 41-17, FEMA 440, Vision 2000 and the Peruvian earthquake resistant design standard E-030. In this research, a D.1.3 type MBR module was evaluated for the urban area of the Ancash region. After performing the pushover analysis in the ETABS software, in the investigation the capacity curve and the performance points of the structure for the X and Y axes were determined, as well as the performance level of the structure. The results of the performance level according to the Vision 2000 objectives for the structure will be Operational, Life Safety and Life Safety for the levels of rare, very rare and maximum earthquakes respectively. Finally we can demonstrate that the performance level of the structure meets the objectives of an essential structure.
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