Bibliographic citations
Huarcaya, G., (2016). Análisis comparativo de los parámetros de respuesta sísmica y estudio de costos de construcción de los sistemas estructurales de muros de ductibilidad limitada y albañilería confinada en la ciudad del Cusco, caso: edificaciones del conjunto vecinal Zarumilla. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/86
Huarcaya, G., Análisis comparativo de los parámetros de respuesta sísmica y estudio de costos de construcción de los sistemas estructurales de muros de ductibilidad limitada y albañilería confinada en la ciudad del Cusco, caso: edificaciones del conjunto vecinal Zarumilla. [Tesis]. : Universidad Andina del Cusco; 2016. https://hdl.handle.net/20.500.12557/86
@misc{renati/18022,
title = "Análisis comparativo de los parámetros de respuesta sísmica y estudio de costos de construcción de los sistemas estructurales de muros de ductibilidad limitada y albañilería confinada en la ciudad del Cusco, caso: edificaciones del conjunto vecinal Zarumilla.",
author = "Huarcaya Portilla, Gonzalo Vicenth",
publisher = "Universidad Andina del Cusco",
year = "2016"
}
Nowadays, the demand for housing in Cusco city is mainly satisfied by the construction of multifamily buildings. Given this, there is a need to determine what structural system is best suited for the construction of these buildings, with special emphasis on the structural response to earthquakes that each system has to offer, as the buildings in question will house large numbers of people, they should be completely safe. The study analyzed two systems: the limited ductility walls system and the confined masonry system. The main purpose was to determine the structural response to a possible earthquake in both systems. construction costs (of the superstructure only) were also analyzed in both systems, to determine which is more profitable in the city of Cusco. Arriving to this main conclusion: Considering the characteristics of the building under study, the structural system that has the best structural response is the limited ductility walls system, and the less costly to implement in multifamily buildings in Cusco city is the confined masonry system, therefore both can be considered as alternative systems to those currently used in the city.
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