Bibliographic citations
Panduro, A., García, A. (2022). Evaluación de la vulnerabilidad sísmica y propuesta de reforzamiento de la I.E. Túpac Amaru ii, distrito de Chojata – general Sánchez Cerro – Moquegua [Tesis, Universidad Científica del Perú]. http://hdl.handle.net/20.500.14503/1806
Panduro, A., García, A. Evaluación de la vulnerabilidad sísmica y propuesta de reforzamiento de la I.E. Túpac Amaru ii, distrito de Chojata – general Sánchez Cerro – Moquegua [Tesis]. PE: Universidad Científica del Perú; 2022. http://hdl.handle.net/20.500.14503/1806
@misc{renati/193882,
title = "Evaluación de la vulnerabilidad sísmica y propuesta de reforzamiento de la I.E. Túpac Amaru ii, distrito de Chojata – general Sánchez Cerro – Moquegua",
author = "García Aguilar, Angie Brigitte",
publisher = "Universidad Científica del Perú",
year = "2022"
}
The general objective of this research work is "To determine the level of seismic vulnerability for the reinforcement of the Public Institution, Túpac Amaru II, District of Chojata - General Sánchez Cerro - Moquegua". The type of research is descriptive, having a non-experimental design, because none of the variables are manipulated and in which only the phenomena are observed in their natural context to be analyzed, the study population is the Tupac Educational Institution Amaru II and the non-probabilistic sample, of a convenience type, is made up of the three pavilions that make it up. The following procedure was followed: Collection of information (books, thesis), structural survey to prepare the plans, execution of non-destructive tests (sclerometry test); application of the demandresistance methodology, and finally the spectral modal analysis in the ETABS v.18 software, processing the data obtained from each sample, to finally obtain as a result the level of seismic vulnerability and the reinforcement proposal in each pavilion. In conclusion, by the Demand - Resistance method, it is shown that the secondary and office pavilions present a high level of Vulnerability, and the reinforcement proposal consists of the cladding of columns, in addition to the reinforcement of masonry walls with fiberglass rods, to stiffen the buildings.
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