Bibliographic citations
Cardenas, O., Farfán, A. (2021). Análisis de riesgo sísmico de colegios públicos de San Juan de Miraflores mediante la metodología de Rapid Visual Screening y evaluación del desempeño sísmico con análisis no-lineales del pabellón 780 Pre [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/654634
Cardenas, O., Farfán, A. Análisis de riesgo sísmico de colegios públicos de San Juan de Miraflores mediante la metodología de Rapid Visual Screening y evaluación del desempeño sísmico con análisis no-lineales del pabellón 780 Pre [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2021. http://hdl.handle.net/10757/654634
@misc{renati/1289061,
title = "Análisis de riesgo sísmico de colegios públicos de San Juan de Miraflores mediante la metodología de Rapid Visual Screening y evaluación del desempeño sísmico con análisis no-lineales del pabellón 780 Pre",
author = "Farfán Bonett, Aaron Gabriel",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2021"
}
Peru is located in a high seismicity zone because it is set above the subduction area between the Nazca and South American tectonic plates, both belonging to the Pacific’s Ring of Fire. Being a developing country, it is of utmost importance to be prepared to help the thousands of victims that may be in the face of a major seismic event. The assessment of the seismic vulnerability of essential buildings —such as schools and hospitals— is necessary for structural reinforcement procedures in this type of infrastructure if needed. In this thesis, it is presented how vulnerable are the public schools of the district of San Juan de Miraflores in the city of Lima to a seismic event. For this, the FEMA P-154 Rapid Visual Screening methodology was used. In addition, the “780 Pre” public school building, a standardized educational building built in the 1990s and whose presence is frequent in that district, was analyzed quantitatively. For this, a static nonlinear and dynamic nonlinear analysis were performed. The results of the investigation show that most of the educational buildings present high seismic vulnerability and do not meet the requirements of post-earthquake use as required by the Peruvian seismic design provisions. Also, the deficiency of the 780 Pre building against a severe earthquake when it was subjected to non-linear analyzes was verified.
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