Análisis topológico de los cables en un modelo de torre atirantada
DOI:
https://doi.org/10.4067/S0718-28132019000200065Palabras clave:
Torre atirantada, Antitorsor, Cables, Nolinealidad, VientoResumen
Las torres atirantadas son estructuras ampliamente empleadas en el área de las telecomunicaciones para soportar antenas a grandes alturas. Estas estructuras son sensibles a las cargas de viento y presentan un índice de fallo elevado frente al paso de fuertes vientos. En el comportamiento estructural de estas torres intervienen diversos factores como la topología de los cables (cantidad de cables en la torre, cantidad de cables por anclaje, ángulo de los cables con relación al fuste), la tensión de los cables en el momento de actuar la carga de viento y también la presencia de sistema reductores de la torsión, llamados antitorsores. En este trabajo se investiga mediante modelos de elementos finitos en SAP2000, el efecto que ejercen la topología de los cables y la presencia de los sistemas de reducción de torsión (antitorsores) a diferentes alturas en el comportamiento estructural de un modelo típico de torre atirantada, teniendo en cuenta las características dinámicas de la carga de viento, así como la no-linealidad geométrica de la estructura.
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Esta obra está bajo una licencia internacional Creative Commons Atribución-NoComercial 4.0.
