“…Recently, a series of mass dampers and similar structures considering different aerodynamic loads have been used to suppress flutter of wind turbine system. For instance, a dynamic stall model accounting for the unsteady effects was used, with a revised BEM theory demonstrated (Sabale and Gopal, 2019); the installation of a small rod in front of the leading edge of the symmetrical aerofoil as a passive control approach was proposed, based on finite element analysis, to control the dynamic stall of the Darrieus vertical-axis wind turbine (Zhong et al, 2019); vibration control of offshore wind turbine foundations using tuned liquid column dampers and tuned mass dampers was investigated to suppress the excessive vibration responses to improve the overall performance in a wide range of loading conditions (Hemmati et al, 2019). As for actuation and control for mass dampers, an ameliorative method incorporating a tuned mass damper in offshore wind turbine platform was proposed to demonstrate the improvement of the structural dynamic performance, at the same time, the Lagrange’s equations were applied to establish the structural mathematical model, then frequency tuning method and genetic algorithm (GA) were employed respectively to obtain the globally optimum damper design parameter (Yang et al, 2019); vibration control of floating wind turbines (FWT) and the influence of the tuned mass damper location on the displacements and loads of key parts of an FWT were investigated, with a complete structural model built and a six-degrees-of-freedom dynamic model established for FWT according to the Lagrange equation by considering the combined effect of the tower, platform, and damper motions (Jin et al, 2018).…”