Dynamic modeling and vibration suppression for an offshore wind turbine with a tuned mass damper in floating platform |
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| Institution: | 1. Department of Engineering, Faculty of Engineering and Science, University of Agder, N-4898 Grimstad, Norway;2. Research Institute of Intelligent Control and Systems, Harbin Institute of Technology, Harbin 150001, China;1. College of Energy and Electrical Engineering, Hohai University, Nanjing 211100, China;2. School of Automation, Nanjing University of Science and Technology, Nanjing 210094, China |
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| Abstract: | The worldwide demand for renewable energy is increasing rapidly. Wind energy appears as a good solution to copy with the energy shortage situation. In recent years, offshore wind energy has become an attractive option due to the increasing development of the multitudinous offshore wind turbines. Because of the unstable vibration for the barge-type offshore wind turbine in various maritime conditions, an ameliorative method incorporating a tuned mass damper (TMD) in offshore wind turbine platform is proposed to demonstrate the improvement of the structural dynamic performance in this investigation. The Lagrange's equations are applied to establish a limited degree-of-freedom (DOF) mathematical model for the barge-type offshore wind turbine. The objective function is defined as the suppression rate of the standard deviation for the tower top deflection due to the fact that the tower top deflection is essential to the tower bottom fatigue loads, then frequency tuning method and genetic algorithm (GA) are employed respectively to obtain the globally optimum TMD design parameters using this objective function. Numerical simulations based on FAST have been carried out in typical load cases in order to evaluate the effect of the passive control system. The need to prevent the platform mass increasing obviously has become apparent due to the installation of a heavy TMD in the barge-type platform. In this case, partial ballast is substituted for the equal mass of the tuned mass damper, and then the vibration mitigation is simulated in five typical load cases. The results show that the passive control can improve the dynamic responses of the barge-type wind turbine by placing a TMD in the floating platform. Through replacing partial ballast with a uniform mass of the tuned mass damper, a significant reduction of the dynamic response is also observed in simulation results for the barge-type floating structure. |
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| Keywords: | Offshore floating wind turbine Mathematical model Tuned mass damper (TMD) Optimum parameter Dynamic response Vibration suppression |
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