Bibliographic citations
Loayza, V., Quispe, O. (2023). Evaluación y comparación del desempeño sísmico entre un edificio aporticado de oficinas administrativas de 3 pisos de concreto armado convencional y su similar diseñado en concreto postensado adherido en el distrito del Cercado de Lima en Lima, Perú [Trabajo de Suficiencia Profesional, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/670323
Loayza, V., Quispe, O. Evaluación y comparación del desempeño sísmico entre un edificio aporticado de oficinas administrativas de 3 pisos de concreto armado convencional y su similar diseñado en concreto postensado adherido en el distrito del Cercado de Lima en Lima, Perú [Trabajo de Suficiencia Profesional]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2023. http://hdl.handle.net/10757/670323
@misc{renati/1295712,
title = "Evaluación y comparación del desempeño sísmico entre un edificio aporticado de oficinas administrativas de 3 pisos de concreto armado convencional y su similar diseñado en concreto postensado adherido en el distrito del Cercado de Lima en Lima, Perú",
author = "Quispe Chavez, Omar David",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2023"
}
Over time, new construction systems have been employed for buildings; however, reinforced concrete has remained the most predominant material used by the residents of Lima in the construction of conventional housing. Specifically, according to the statistical study conducted by INEI, with the latest update in 2021, it confirms that 41.8% of housing complexes are primarily composed of reinforced concrete. However, in 1930, in countries like the United States, prestressed concrete was successfully established as a practical reality, thus establishing itself and competing successfully in the international market. It is known that reinforced concrete exhibits acceptable seismic performance, but significant improvements can be achieved by employing prestressed concrete in structures. This system is capable of enhancing the behavior of concrete subjected to service loads by controlling cracking and deflection (ANIPPAC, 2018, p.31). Additionally, more efficient and slender structural elements can be obtained, meaning that elements with large spans can be designed using prestressed concrete. Therefore, the present research aims to perform a comparative analysis of the seismic performance of a building designed in reinforced concrete and prestressed concrete, with the objective of demonstrating the efficiency of prestressed concrete based on the results obtained in a non-linear "Push-over" analysis for buildings in the city of Lima. In this way, it can be a significant contribution to future studies in the civil engineering community.
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