Citas bibligráficas
Valencia, A., Orihuela, J. (2021). Evaluación de desempeño sísmico de 3 edificaciones de concreto armado para un sismo moderado en la ciudad de Lima [Tesis, Universidad Peruana de Ciencias Aplicadas (UPC)]. http://hdl.handle.net/10757/658728
Valencia, A., Orihuela, J. Evaluación de desempeño sísmico de 3 edificaciones de concreto armado para un sismo moderado en la ciudad de Lima [Tesis]. PE: Universidad Peruana de Ciencias Aplicadas (UPC); 2021. http://hdl.handle.net/10757/658728
@misc{renati/398276,
title = "Evaluación de desempeño sísmico de 3 edificaciones de concreto armado para un sismo moderado en la ciudad de Lima",
author = "Orihuela Palomino, Julio Miguel",
publisher = "Universidad Peruana de Ciencias Aplicadas (UPC)",
year = "2021"
}
The objective of this thesis is to evaluate the response of two editions of reinforced concrete when subjected to a moderate earthquake. In order to carry out the seismic analysis based on the performance, it was necessary to calculate the demand spectra of the moderate earthquake and capacity and to intersect it and then based on the methods of the ATC-40, FEMA - 440 and determine in what range of performance they were found. The conceptual and methodological aspects related to the evaluation of seismic damage on buildings were analyzed. Also, other seismic technical norms that have similarities with the Peruvian norm E-030 were studied for this purpose, the methodology of the non-linear incremental static analysis was used with the use of the ETABS software. The evaluation of the seismic performance was applied in three buildings of eigth , six and four floors, the same one that was designed with the updated standard E-030 of 2018 ,in order to verify the maximum demands in the non-linear range through the non-linear incremental static analysis "Pushover".
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