Análisis comparativo del Comportamiento estructural de una estructura metálica de un nivel más cubierta liviana usando perfiles laminados de tipo ipe, ipn y w vs perfiles doblados en frio (tubular-hss).
Fecha
2021-09
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Universidad de Guayaquil - Facultad de Ciencias Matemáticas y Físicas - Carrera Ingeniería Civil
Resumen
Esta tesis abordo el análisis comparativo del comportamiento estructural de una estructura de acero de un nivel más cubierta liviana usando perfiles laminados de tipo IPE, HEB vs perfiles doblados en frio (HSS), debido a que a través de los años ha existido un aumento de demanda de construcciones con estructura metálica.
El objetivo principal es diferenciar el comportamiento de la estructura usando estos dos tipos de perfiles y obtener cuales son las bondades y desventajas de cada uno de ellos, realizando la modelación estructural utilizando el software ETABS.
Para realizar este análisis se usarán las normativas correspondientes como lo son la NEC 2015 y el AISC 360 – 16, con el cual se procederá a realizar los diseños de vigas y columnas, una vez modeladas las secciones en ETABS, se realizarán las comparaciones de derivas, flexión y cortante de dichos elementos estructurales.
This thesis dealt with the comparative analysis of the structural behavior of a one-level steel structure plus a light covering using rolled profiles of the IPE, HEB type vs cold bent profiles (HSS), due to the fact that over the years there has been an increase in demand for constructions with metallic structures. The main objective is to differentiate the behavior of the structure using these two types of profiles and to obtain what are the advantages and disadvantages of each one of them, carrying out the structural modeling using the ETABS software. To carry out this analysis, the corresponding regulations will be used, such as the NEC 2015 and the AISC 360 - 16, with which the beam and column designs will be made, once the sections have been modeled in ETABS, drift comparisons will be made, bending and shear of said structural elements.
This thesis dealt with the comparative analysis of the structural behavior of a one-level steel structure plus a light covering using rolled profiles of the IPE, HEB type vs cold bent profiles (HSS), due to the fact that over the years there has been an increase in demand for constructions with metallic structures. The main objective is to differentiate the behavior of the structure using these two types of profiles and to obtain what are the advantages and disadvantages of each one of them, carrying out the structural modeling using the ETABS software. To carry out this analysis, the corresponding regulations will be used, such as the NEC 2015 and the AISC 360 - 16, with which the beam and column designs will be made, once the sections have been modeled in ETABS, drift comparisons will be made, bending and shear of said structural elements.
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ANÁLISIS, COMPORTAMIENTO ESTRUCTURAL, PERFILES LAMINADOS, PERFILES DOBLADOS EN FRIO, ETABS, AISC 360-16