Dynamic behaviour of normally reinforced concrete wind turbine support structures

Van Zyl, W. S. ; Van Zijl, G. P. A. G. (2015-12)

CITATION: Van Zyl, W. S. & Van Zijl, G. P. A. G. 2015. Dynamic behaviour of normally reinforced concrete wind turbine support structures. Journal of the South African Institution of Civil Engineering, 57(4):38-44, doi:10.17159/2309-8775/2015/v57n4a5.

The original publication is available at http://www.scielo.org.za

Article

ENGLISH ABSTRACT: Transportation logistics of large steel towers have led to concrete towers becoming a viable option. There are currently no design codes dealing exclusively with the design of concrete wind turbine towers. Wind turbine towers have strict constraints on the fundamental frequency of the tower to avoid resonance. This paper investigates the dynamic behaviour of wind turbine towers using nonlinear finite element modelling. Focus is placed on the effect of crack formation and soil stiffness on the fundamental frequency of the tower. An analytical model is then proposed that can be used in the primary design stage to determine the geometry of the tower that satisfies the fundamental frequency requirements.

AFRIKAANSE OPSOMMING: Geen opsomming beskikbaar

Please refer to this item in SUNScholar by using the following persistent URL: http://hdl.handle.net/10019.1/99732
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