Bibliographic citations
Ojeda, J., López, J. (2021). Desempeño sísmico de una edificación de concreto armado dual mediante el análisis no lineal en el tiempo ubicado en el distrito de Lince, departamento de Lima-Perú [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/655183
Ojeda, J., López, J. Desempeño sísmico de una edificación de concreto armado dual mediante el análisis no lineal en el tiempo ubicado en el distrito de Lince, departamento de Lima-Perú [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2021. http://hdl.handle.net/10757/655183
@misc{renati/394428,
title = "Desempeño sísmico de una edificación de concreto armado dual mediante el análisis no lineal en el tiempo ubicado en el distrito de Lince, departamento de Lima-Perú",
author = "López Pizarro, Juan Américo",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2021"
}
The subject of this research deals with the seismic performance of a building in Lima applying the non-linear dynamic analysis “Time History“. Therefore, the hypothesis states that the seismic performance of a building intended for housing in the city of Lima due to a moderate and severe earthquake, complies with the provisions of the Peruvian Seismic E-030 Standard regarding its objectives of structural and non-structural damage. the non-collapse respectively, if the performance points obtained when comparing the Capacity curve with the Demand curve of the E-030 Standard are within the performance range established according to the code of the Federal Emergency Management Agency (FEMA). Consequently, the investigation is divided into 5 chapters. In the first one, the description of the structure to be analyzed is presented, which covers its architectural and structural characteristics. In the second, a series of fundamental concepts embodied in the theoretical framework is exposed to understand the seismic performance and everything related to this analysis. In the third and fourth, the evaluation of the seismic performance is performed applying the dynamic nonlinear analysis Time History. Finally, it will be verified if the seismic performance of a reinforced concrete building in the city of Lima complies or not with the objectives of the Peruvian Seismic Standard E-030 2019.
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