Bibliographic citations
Vasquez, J., Orellana, G. (2024). Diseño por desempeño de una vivienda multifamiliar de 5 pisos mediante el análisis estático no lineal Pushover en Villa el Salvador [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/683049
Vasquez, J., Orellana, G. Diseño por desempeño de una vivienda multifamiliar de 5 pisos mediante el análisis estático no lineal Pushover en Villa el Salvador [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2024. http://hdl.handle.net/10757/683049
@misc{renati/1300150,
title = "Diseño por desempeño de una vivienda multifamiliar de 5 pisos mediante el análisis estático no lineal Pushover en Villa el Salvador",
author = "Orellana Minaya, Giovanni Marcelo",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2024"
}
The purpose of this research is to present the usefulness of applying an inelastic validation (seismic performance) through nonlinear static Pushover analysis to the modern structural design of multi-family reinforced concrete housing in the district of Villa el Salvador, Lima. Therefore, a 4-story house with 1 roof (5 floors) is proposed with its architectural distribution in accordance with the existing buildings in the area. In the pre-dimensioning stage, the criteria proposed by the Peruvian author and renowned engineer Antonio Blanco Blasco are used. For the structural design of the building, the criteria and guidelines of the National Building Regulations (RNE) are applied in the seismic analysis and structural design stages. 3D modeling, structural and earthquake-resistant analysis are performed using the Etabs analysis software. Subsequently, the design is subjected to a non-linear static Pushover analysis following the ASCE 41-17 framework guidelines in order to obtain the procedures and values for obtaining the structure's capacity curve and performance points at different seismic threat levels. For seismic performance validation, the limits and considerations of the FEMA 356 standard and the Vision 2000 committee established by the SEAOC are followed. Thus, results were obtained that demonstrated compliance with the FEMA 356 performance levels, by reaching a fully operational level in the event of a severe or rare earthquake. In conclusion, the structure exhibits good performance in the event of a considerable seismic event, has great ductility and capacity to dissipate energy, which, in the inelastic range, does not lose resistance to large deformations. In addition, it meets the international performance objectives, as well as the philosophy and principles of earthquake-resistant design of the Peruvian standard in the protection of life, reduction of material damage and continuity of basic services.
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