Citas bibligráficas
Cusi, A., (2018). Riesgo sísmico de las edificaciones de la Universidad Andina del Cusco – Sede Qollana. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/2294
Cusi, A., Riesgo sísmico de las edificaciones de la Universidad Andina del Cusco – Sede Qollana. [Tesis]. : Universidad Andina del Cusco; 2018. https://hdl.handle.net/20.500.12557/2294
@misc{sunedu/3041239,
title = "Riesgo sísmico de las edificaciones de la Universidad Andina del Cusco – Sede Qollana.",
author = "Cusi Nayhua, Abigail",
publisher = "Universidad Andina del Cusco",
year = "2018"
}
The purpose of this research work was to determine the seismic risk in the buildings of the Andean University of Cusco - Qollana Headquarters, by qualitative methods, which are essential to direct the actions or the subsequent studies in the buildings. The method used for the determination of seismic vulnerability was the Hirosawa method and for the seismic hazard, the method proposed by Mosqueira and Tarque. In order to carry out this research, it was first necessary to obtain the necessary information, such as plans of structures and architecture of each building, then the plans were updated with respect to reality and the necessary data for each method were organized. Finally, the vulnerability method was applied for each block and level, with a detailed result per building, and the hazard method was applied for the entire study area. The study was carried out in the six buildings that comprise the university campus, and at the end of the investigation it was concluded that the degree of seismic risk in: Classrooms is high, Laboratories is high, Library is medium, Administration is high, Stomatological Clinic it is medium, and Health Clinic is medium. Where, a high seismic risk means that the building will suffer significant damage before a severe earthquake because it does not have an adequate seismic behavior and a medium seismic risk means that the building has acceptable seismic behavior but the porticos and walls of the building could suffer minor damages and some parapets could collapse partially or totally.
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