Evaluación estructural lineal de dos bloques de aulas de la Pontificia Universidad Católica del Ecuador Sede Esmeraldas para la determinación de la capacidad estructural.
Fecha
2018
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Universidad de Guayaquil. Facultad de Ciencias Matemáticas y Físicas. Carrera de Ingeniería Civil.
Resumen
Resaltando el principal problema sobre la capacidad estructural que deben de tener estas dos edificaciones bajo excitación sísmica por haber sido construidas con normas de menor grado de rigurosidad, se realizaron análisis de campo, software y matemáticos. El análisis de campo brindó datos esenciales como la visualización de ausencia de daños estructurales como no estructurales y el estado de los materiales para la determinación del nivel de capacidad del hormigón y del hierro que se utilizaron como datos en la modelación en ETABS. En dicho programa se realizaron análisis estáticos y dinámicos que fueron interpretados matemáticamente bajo las normas NEC-15. La determinación del nivel de capacidad de estas estructuras permitió un análisis posterior con una solución como alternativa para el correcto comportamiento cumpliendo con las normas NEC-15
Highlighting the main problem regarding the correct level of capacity that these two buildings must have under earthquake excitation because they have been built with less rigorous standards, field, software and mathematical analyzes are carried out. The field analysis is not available and is the state of the elements for the determination of the capacity level of the concrete and the iron that are used as data in the modeling in ETABS. In the ETABS, static and dynamic analyzes were performed that were interpreted mathematically under NEC-15 standards. The determination of the capacity level of these structures allows a subsequent analysis with an alternative solution for the correct behavior of the structures that comply with the NEC-15 standards.
Highlighting the main problem regarding the correct level of capacity that these two buildings must have under earthquake excitation because they have been built with less rigorous standards, field, software and mathematical analyzes are carried out. The field analysis is not available and is the state of the elements for the determination of the capacity level of the concrete and the iron that are used as data in the modeling in ETABS. In the ETABS, static and dynamic analyzes were performed that were interpreted mathematically under NEC-15 standards. The determination of the capacity level of these structures allows a subsequent analysis with an alternative solution for the correct behavior of the structures that comply with the NEC-15 standards.
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EVALUACIÓN, ESTRUCTURAL, LINEAL, BLOQUES, AULAS, DETERMINACIÓN, CAPACIDAD, ESTRUCTURAL