Aplicación del análisis estático y dinámico para el diseño estructural de la Institución Educativa N°22377 Santa Rosa, del distrito de Santiago - Ica - 2019
Fecha
2023
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Universidad Nacional San Luis Gonzaga
Resumen
El presente trabajo de investigación tiene como objetivo determinar la influencia de la aplicación
del análisis estático y dinámico para el diseño estructural de la Institución Educativa Primaria N°
22377 Santa Rosa del Distrito de Santiago de la Provincia y departamento de Ica. El análisis del
estudio expone un nivel correlacional de diseño no experimental, por lo tanto, el enfoque es
cuantitativo. Para el diseño estructural de la Institución Educativa Primaria N° 22377 Santa Rosa
del Distrito de Santiago, se realizó primeramente el predimensionamiento de los elementos
estructurales, luego se realizó el análisis estático y análisis dinámico en donde se tuvo que cumplir
con los requerimientos que estipula el reglamento nacional de edificaciones.
Los resultados obtenidos de las iteraciones permitieron solucionar los problemas específicos que
plantea esta investigación. Uno de ellos logró comprobar que la cortante basal varia cuando se
trabaja con un factor de cortante distinto por el tipo de suelo (calculando con un suelo tipo S3 se
obtuvo 0.232031 en X y 0.61875 en Y, resultando fuerzas cortantes como Vx = 61.5408 tn y Vy
= 164.109 tn, superiores a los valores Vx = 55.946 tn y Vy = 149.19 tn obtenidos del diseño con
tipo de suelo S2), lo cual resuelve el objetivo específico planteado. Además, se demostró que un
correcto Predimensionamiento conduce a una estructura capaz de cumplir con los requerimientos
que exigen las normas de construcción vigentes.
The objective of this research work is to determine the influence of the application of static and dynamic analysis for the structural design of the Primary Educational Institution No. 22377 Santa Rosa of the District of Santiago at the province and department of Ica. The analysis of the study exposes a correlational level of no experimental design; therefore, the approach is quantitative. For the structural design of the Elementary Educational Institution No. 22377 Santa Rosa of the District of Santiago, the pre-dimensioning of the structural elements was first carried out, then the static analysis and dynamic analysis were carried out where the requirements stipulated in the national building regulations. The results obtained from the iterations allowed solving the specific problems posed by this research. One of them was able to verify that the basal shear varies when working with a different shear factor due to the type of soil (calculating with a soil type S3, 0.232031 was obtained in X and 0.61875 in Y, resulting in shear forces such as Vx = 61.5408 tn and Vy = 164.109 tn, higher than the values Vx = 55.946 tn and Vy = 149.19 tn obtained from the design with soil type S2), which meets the specific objective set. In addition, it was shown that a correct Pre-sizing leads to a structure capable of meeting the requirements of current construction regulations.
The objective of this research work is to determine the influence of the application of static and dynamic analysis for the structural design of the Primary Educational Institution No. 22377 Santa Rosa of the District of Santiago at the province and department of Ica. The analysis of the study exposes a correlational level of no experimental design; therefore, the approach is quantitative. For the structural design of the Elementary Educational Institution No. 22377 Santa Rosa of the District of Santiago, the pre-dimensioning of the structural elements was first carried out, then the static analysis and dynamic analysis were carried out where the requirements stipulated in the national building regulations. The results obtained from the iterations allowed solving the specific problems posed by this research. One of them was able to verify that the basal shear varies when working with a different shear factor due to the type of soil (calculating with a soil type S3, 0.232031 was obtained in X and 0.61875 in Y, resulting in shear forces such as Vx = 61.5408 tn and Vy = 164.109 tn, higher than the values Vx = 55.946 tn and Vy = 149.19 tn obtained from the design with soil type S2), which meets the specific objective set. In addition, it was shown that a correct Pre-sizing leads to a structure capable of meeting the requirements of current construction regulations.
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Palabras clave
Análisis estático, Análisis dinámico, Diseño estructural