Bibliographic citations
Cjuno, E., Sánchez, F. (2018). Determinación del grado de vulnerabilidad estructural de los bloques de concreto armado de categoría esencial de la “I.E. Salesiano del Cusco. mediante curvas de fragilidad. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/1850
Cjuno, E., Sánchez, F. Determinación del grado de vulnerabilidad estructural de los bloques de concreto armado de categoría esencial de la “I.E. Salesiano del Cusco. mediante curvas de fragilidad. [Tesis]. : Universidad Andina del Cusco; 2018. https://hdl.handle.net/20.500.12557/1850
@misc{renati/20483,
title = "Determinación del grado de vulnerabilidad estructural de los bloques de concreto armado de categoría esencial de la “I.E. Salesiano del Cusco. mediante curvas de fragilidad.",
author = "Sánchez Muñiz, Franko Renato",
publisher = "Universidad Andina del Cusco",
year = "2018"
}
The city of Cusco is an area of high seismic risk due to its location in the Pacific Ring of Fire and the presence of active fault lines. For this reason, it is important to have the respective considerations regarding the construction of earthquake-resistant buildings. Also, considerably old structures persist in the city, which are restored to provide different services for which they were not initially designed for. Among them, we have the buildings from an Educational Institution housing a large number of people, which means that the structure has greater demands than those considered for its design. The present investigation evaluated the seismic vulnerability of a group of buildings from the “I.E. Salesiano del Cusco“ school, contributing to the branch of evaluation of vulnerability and seismic risk, as well as the evaluation of damage and seismic risk. The research was developed following a defined and sequential process, which started with the collection of information on works and research on modeling structures, methodologies for the analysis of structural vulnerability and parameters proposed in the National Building Regulations, which will be evaluated through software such as: Microsoft Excel, AutoCAD and SAP2000. The methodology used for the thesis was of the applied type and according to a Quantitative type approach, because it is based on measurable results to determine the degree of vulnerability of a building. The E.030 Seismic Resist Design of the National Building Regulations was taken as a national reference, and the HAZUS methodology (FEMA-NIBS) was used as an international reference, with the methodology of structural reliability using point estimators. The investigation’s results were the following: blocks AG-01 and AG-02 have a degree of vulnerability “Moderate“, block AG-03 presents a degree of vulnerability “Mild“, and finally block AG-04 has a degree of vulnerability “Not vulnerable“.
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