Análisis de las acciones climáticas de viento en el cálculo estructural de la cubierta de una piscina municipal en Torreperogil (Jaén)
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2021-10-04
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[es] Se ha realizado un estudio comparativo de los efectos de las cargas del viento calculadas según el CTE y calculadas mediante una simulación de viento, en dos estructuras, con distintas cubiertas. Estas cubiertas son a dos aguas y cubierta a un agua. Se han calculado las acciones variables y permanentes según el CTE. Se utiliza Autodesk Robot Structural Analysis Professional 2019. Se aplican todas las cargas, calculadas según CTE en las estructuras, y después se generan las simulaciones de viento en las estructuras. Conseguimos dimensionar los elementos que componen las estructuras. Se comparan por peso de material en kg de acero y valor económico cada una de ellas. Y por último seleccionamos la cubierta más apropiada.
[en] This Project is about a comparative analysis about the effects of wind action calculated by Spanish Technical Code and a software simulation, in two structures, with different roofs. These roofs are gabled and one-slided roof. Variable and permanent actions have been calculated according to the CTE. Autodesk Robot Structural Analysis Professional 2019 is used in this project. All loads, calculated according to CTE, are applied on the structures, and then the wind simulations are generated on the structures. We manage to size the elements that make up the structures. They are compared by weight of material in kg of steel and economic value each of them. And finally we select the most appropriate cover.
[en] This Project is about a comparative analysis about the effects of wind action calculated by Spanish Technical Code and a software simulation, in two structures, with different roofs. These roofs are gabled and one-slided roof. Variable and permanent actions have been calculated according to the CTE. Autodesk Robot Structural Analysis Professional 2019 is used in this project. All loads, calculated according to CTE, are applied on the structures, and then the wind simulations are generated on the structures. We manage to size the elements that make up the structures. They are compared by weight of material in kg of steel and economic value each of them. And finally we select the most appropriate cover.