Variable Dampers to Mitigate Structural Demand to Wind Turbines
Caterino N, Pugliano G, Spizzuoco M, Robustelli U. Variable Dampers to Mitigate Structural Demand to Wind Turbines: The Role of the Monitoring System Features for the
The rapid advancement of the wind power industry has led to an increase in the size and capacity of wind turbines, posing significant challenges in managing their vibration and fatigue loads. To enhance structural performance, dampers are commonly installed on high-rise buildings, towers and wind turbines to mitigate structural vibrations.
Zuo, Bi and Hao have reviewed the latest technologies for vibration control in wind turbines, highlighting the prevalence of passive dampers, such as tuned mass dampers (TMDs) [3, 4], tuned liquid dampers (TLDs), tuned rolling ball dampers (TRBDs), tuned rolling cylinder dampers (TRCD) and energy absorbing dampers .
Meanwhile, Sarkar and Chakraborty [39, 40] designed a semiactive tuned liquid column damper with optimal parameters for mitigating wind turbine tower vibrations. However, TRCD relies on rolling friction for energy dissipation, which may not provide sufficient damping for systems with high vibration energy.
These systems help to dissipate vibrational energy, reduce stress on components, and extend turbine longevity. Key damping techniques include structural damping, tuned mass dampers, blade pitch control, and the use of elastomeric and viscous dampers.
Caterino N, Pugliano G, Spizzuoco M, Robustelli U. Variable Dampers to Mitigate Structural Demand to Wind Turbines: The Role of the Monitoring System Features for the
The conclusion was reached by classifying and comparing, tuned liquid column dampers are often employed in operational conditions. Dampers with power sources perform well in extreme
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