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    • CIDIP 2016 (Cartagena)
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    • Proceedings from the International Congress on Project Management and Engineering
    • CIDIP 2016 (Cartagena)
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    REVISIÓN DE MODELOS NUMÉRICOS PARA EL ESTUDIO DEL COMPORTAMIENTO DINÁMICO DE CIMENTACIONES PROFUNDAS PARA EL DISEÑO Y PROYECTO DE AEROGENERADORES

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    CIDIP2016_05005.pdf (969.7Kb)
    Date
    2016
    Author
    Álamo, Guillermo M.
    R. Bordón, Jacob D.
    García, Fidel
    Aznárez, Juan J.
    Padrón, Luis A.
    Chirino, Francisco
    Maeso, Orlando
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    Abstract
    Wind turbines support structures must be designed so that the natural frequencies of the whole system are sufficiently separated from the frequency content of the different dynamic loads acting on the wind turbine. The design and analysis of the soil-foundation subsystem is subject to significant levels of uncertainty and simplification. Besides, the number of wind farms increases, and the need for installing wind turbines in weaker soils also increases, which leads to the use of deeper foundations such as piles and suction caissons. Thus, there exists a need for developing computational models able to estimate, with increasing accuracy and efficiency, the dynamic properties of the foundations mentioned above with the aim of being able to reach more optimized, safe and long-life designs that help improving the profitability of the technology and reducing the cost of the wind energy. In this line, this paper presents a review of computational models, with different degrees of accuracy, applicable to the analysis of the dynamic response of deep foundations for onshore and offshore wind turbines.
    URI
    http://dspace.aeipro.com/xmlui/handle/123456789/884
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    • CIDIP 2016 (Cartagena) [210]

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