IMPLEMENTATION OF THE KDAMPER CONCEPT TO WIND TURBINE TOWERS


Abstract eng:
A novel passive vibration isolation and damping concept is implemented to wind turbine towers in order to minimize their response, under wind or seismic loads. This concept, called KDamper, constitutes a combination of the classic Tunned Mass Damper isolation system (TMD) with negative stiffness elements. The formulation of the linear and non-liner dynamic problem is a prerequisite. A parametric study is performed to determine the optimal parameters of the KDamper which degradate the response. For this scope, the calculation process of the aerodynamic load that exerts along the tower of the wind turbine is described. A comparison with a non-isolated wind turbine, as long as with a TMD isolated wind turbine indicates that KDamper is a promising isolation system, offering numerous advantages, such as increased damping and simple technological implementations.

Contributors:
Publisher:
National Technical University of Athens, 2017
Conference Title:
Conference Title:
COMPDYN 2017 - 6th International Thematic Conference
Conference Venue:
Rhodes Island (GR)
Conference Dates:
2017-06-15 / 2017-06-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2017-06-22, last modified 2017-06-22


Original version of the author's contribution as presented on CD, section: [MS01] Advances in Computational Structural Vibrations .:
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