Análisis del comportamiento sísmico de una edificación ubicada en la Vía Samborondón Parroquia la Puntilla empleando el análisis estático no lineal Pushover
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2024-03
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Universidad de Guayaquil - Facultad de Ciencias Matemáticas y Físicas - Carrera de Ingeniería Civil
Resumen
El objetivo principal de este trabajo es analizar el desempeño sísmico del edificio 1 de un grupo de condominios de 3 pisos pertenecientes al Cantón Samborondón, para este análisis se realizó un modelo matemático en ETABS, con sus respectivas cargas y acero de refuerzo, obtenidos de planos proporcionados por el diseñador, para la evaluación se revisaron derivas de entrepiso, análisis modal espectral, modos de vibración, curva de capacidad y la revisión de rótulas plásticas, mediante un análisis no lineal Pushover, basándonos en la norma ecuatoriana NEC-15, y otras normas como VISION 2000, ATC-40; con el fin de conocer su desempeño. Luego del análisis se realizan conclusiones y recomendaciones por medio de los resultados que nos dio esta metodología de evaluación sísmica.
The main objective of this work is to analyze the seismic performance of building 1 of a group of 3-story condominiums belonging to the Samborondón Canton, for this analysis a mathematical model was made in ETABS, with their respective loads and reinforcing steel, obtained from drawings provided by the designer, For the evaluation, we reviewed floor drifts, spectral modal analysis, vibration modes, capacity curve and the review of plastic hinges, by means of a Pushover nonlinear analysis, based on the Ecuadorian NEC-15 standard, and other standards such as VISION 2000, ATC-40; in order to know their performance. After the analysis, conclusions and recommendations are made by means of the results given by this seismic evaluation methodology.
The main objective of this work is to analyze the seismic performance of building 1 of a group of 3-story condominiums belonging to the Samborondón Canton, for this analysis a mathematical model was made in ETABS, with their respective loads and reinforcing steel, obtained from drawings provided by the designer, For the evaluation, we reviewed floor drifts, spectral modal analysis, vibration modes, capacity curve and the review of plastic hinges, by means of a Pushover nonlinear analysis, based on the Ecuadorian NEC-15 standard, and other standards such as VISION 2000, ATC-40; in order to know their performance. After the analysis, conclusions and recommendations are made by means of the results given by this seismic evaluation methodology.
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ANÁLISIS, COMPORTAMIENTO, DESEMPEÑO, EDIFICACIÓN, SÍSMICO