Bibliographic citations
Castillo, W., (2024). Evaluación estructural para verificar el comportamiento adecuado del Pabellón C de la I.E. 80140 - Nivel Secundario, del Distrito de Chugay, Sánchez Carrión, La Libertad [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/18215
Castillo, W., Evaluación estructural para verificar el comportamiento adecuado del Pabellón C de la I.E. 80140 - Nivel Secundario, del Distrito de Chugay, Sánchez Carrión, La Libertad [Tesis]. PE: Universidad Privada Antenor Orrego; 2024. https://hdl.handle.net/20.500.12759/18215
@misc{renati/1340850,
title = "Evaluación estructural para verificar el comportamiento adecuado del Pabellón C de la I.E. 80140 - Nivel Secundario, del Distrito de Chugay, Sánchez Carrión, La Libertad",
author = "Castillo Briceño, Wellington Lenindyn",
publisher = "Universidad Privada Antenor Orrego",
year = "2024"
}
The educational centers must have an infrastructure with the capacity to meet the important needs of safety, functionality and habitability; these buildings are important in the context of emergencies and their use is fundamental. The great seismic danger throughout the country is imminent because it is part of the Pacific Ring of Fire. This research seeks to develop a structural evaluation to verify the adequate behavior of pavilion C of the Educational Institution 80140 - secondary level in the district of Chugay, Sánchez Carriónn, La Libertad. The type of research was applied and the level was descriptive. First, the structural inspection was carried out using the technical data collection sheet, where the characteristics of the building were identified and described. Then, nondestructive sclereometry and reinforcement scanning tests were performed. With this data we proceeded to model using the ETASB V.21 program, then the structure was subjected to a static and dynamic seismic analysis to be verified according to standard E.030. The design of the structural elements was verified according to standard E.060 and standard E.070. As a result of the evaluation, the general block did not comply with the interstory drifts in the longitudinal direction ““X-X““ where the maximum drift was 13.68%o exceeding the limit drift of 7%o ““Reinforced concrete““ and in the other direction ““Y-Y““ the limit drift of 5%o ““Masonry““ was complied with, where the maximum drift was 1.05%o. Global reinforcement of the structure was proposed to improve the lateral stiffness in the longitudinal direction of the building ““X-X““. For this purpose, the columns of the moment frames were sleeved and concrete walls shear were implemented in the longitudinal direction. In addition, the foundation was reinforced because it did not comply with the allowable soil pressure.
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