Evaluación de desempeño sísmico de 3 edificaciones de concreto armado para un sismo moderado en la ciudad de Lima
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Issue Date
2021-12-09
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Seismic performance evaluation of 3 reinforced concrete buildings for a moderate earthquake in the city of LimaAbstract
El objetivo de esta tesis es la de evaluar la respuesta de dos edificaciones de concreto armado cuando son sometidas a un sismo moderado. Para efectuar el análisis sísmico basado en el desempeño se requirió calcular los espectros de demanda del sismo moderado y de capacidad e interceptarlo para luego basarnos en los métodos del ATC-40,FEMA – 440 y determinar en qué rango de desempeño se encontraron. Se analizó los aspectos conceptuales y metodológicos relacionados con la evaluación del daño sísmico sobre edificaciones; asimismo, se estudió otras normas técnicas sismorresistentes que tengan semejanzas con la norma peruana E -030 para este propósito se empleó la metodología del análisis estático incremental no lineal con la utilización del software ETABS. La evaluación del desempeño sísmico se aplicó en tres edificaciones de ocho , seis y cuatro pisos la misma que se diseñó con la norma E-030 actualizada del 2018, con el fin de verificar las máximas demandas en el rango no lineal a través del análisis estático incremental no lineal “Pushover” .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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info:eu-repo/semantics/bachelorThesisRights
info:eu-repo/semantics/openAccessAttribution-NonCommercial-ShareAlike 4.0 International
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