Abstract
A wind turbine system equipped with a tuned liquid column damper (TLCD) is comprehensively studied via shaking table tests using a 1/13-scaled model. The effects of wind and wave actions are considered by inputting response-equivalent accelerations on the shaking table. The test results show that the control effect of the TLCD system is significant in reducing the responses under both wind-wave equivalent loads and ground motions, but obviously varies for different inputs. Further, a blade-hub-tower integrated numerical model for the wind turbine system is established. The model is capable of considering the rotational effect of blades by combining Kane’s equation with the finite element method. The responses of the wind tower equipped with TLCD devices are numerically obtained and compared to the test results, showing that under both controlled and uncontrolled conditions with and without blades’ rotation, the corresponding responses exhibit good agreement. This demonstrates that the proposed numerical model performs well in capturing the wind-wave coupled response of the offshore wind turbine systems under control. Both numerical and experimental results show that the TLCD system can significantly reduce the structural response and thus improve the safety and serviceability of the offshore wind turbine tower systems. Additional issues that require further study are discussed.
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References
Bai XY (2011), Stochastic Optimal Control Analysis and Experimental Studies on Offshore Wind Turbine System, Master Thesis of Tongji University, Shanghai. (in Chinese)
Breton SP and Moe G (2009), “Status, Plans and Technologies for Offshore Wind Turbines in Europe and North America,” Renewable Energy, 34: 646–654.
Burton T, Jenkins N, Sharpe D and Bossanyi E (2011), Wind Energy Handbook (Second Edition), John Wiley & Sons.
Chang CC and Hsu CT (1998), “Control Performance of Liquid Column Vibration Absorbers,” Engineering Structures, 20(7): 580–586.
Clough RW and Penzien J (1993), Dynamics of Structures (Second Edition), McGraw-hill, Inc, New York.
Collins R, Basu B and Broderick BM (2005), “Optimal Design of Multi-tuned Mass Dampers (MTMDS) for Wind Turbine Towers Using SSA,” Proceedings of the SECED Young Engineers Conference, Bath.
Colwell S and Basu B (2009), “Tuned Liquid Column Dampers in Offshore Wind Turbines for Structural Control,” Engineering Structures, 31: 358–368.
Ditlevsen O (2002), “Stochastic Model for Joint Wave and Wind Loads on Offshore Structures,” Structural Safety, 24: 139–163.
Duenas-Osorio L and Basu B (2008), “Unavailability of Wind Turbines Due to Wind-induced Accelerations,” Engineering Structures, 30: 885–893.
Faber T and Dalhoff P (2005), “Dynamic Behavior of Oil Dampers in Wind Turbine Tower,” Germanischer Lloyd Wind Engerie GmbH.
Faltinsen OM (1990), Sea Loads on Ships and Offshore Structure, Cambridge University Press.
Hansen MOL (2008), Aerodynamics of Wind Turbines (2nd Edition), Earthscan, London.
Kimon A and Nikolai H (2004), “Determination of Fatigue Loading on a Wind Turbine With Oil Damping Device,” Proceedings of the 2004 EUROPEAN Wind Energy Conference and Exhibition, London.
Li DY, Ye ZQ and Chen Y (2005), “Multi-body Dynamics Numerical Analysis of Rotating Blade of Horizontal Axis Wind Turbine,” Acta Energiae Solaris Sinica, 26(4): 473–481. (in Chinese)
Li J, Chen HM and Chen JB (2007), “Studies on Seismic Performances of the Prestressed Egg-shaped Digester with Shaking Table Test,” Engineering Structures, 29(4): 552–566.
Li J and Chen JB (2008), “The Principle of Preservation of Probability and the Generalized Density Evolution Equation,” Structural Safety, 30: 65–77.
Li J and Chen JB (2009), Stochastic Dynamics of Structures, John Wiley & Sons.
Li J, Peng YB and Chen JB (2011), “Probabilistic Criteria of Structural Stochastic Optimal Controls,” Probabilistic Engineering Mechanics, 26(2): 240–253.
Li J, Yan Q and Chen JB (2012a), “Stochastic Modeling of Engineering Dynamic Excitations for Stochastic Dynamics of Structures,” Probabilistic Engineering Mechanics, 27(1): 19–28.
Li J, Zhang ZL and Chen JB (2012b), “Experimental Study on Vibration Control of Offshore Wind Turbines Using a Ball Vibration Absorber,” Energy and Power Engineering, 4: 153–157.
Liu YK (2012), “Nonlinear Dynamic Analysis and TLCD Control Reliability Studies on Offshore Wind Turbine System,” Master Thesis of Tongji University, Shanghai. (in Chinese)
Liu WF (2013), Reliability Analysis of Offshore Wind Turbine Tower Integrated Systems and Vibration Control, Master Thesis of Tongji University, Shanghai. (in Chinese)
Liu YK, Chen JB, Huang K and Li J (2012), “Dynamic Reliability Analysis of Offshore Wind Turbine Systems Considering Rotational Effect,” in: Phoon et al. (ed.), Proceedings of the Fifth Asian-Pacific Symposium on Structural Reliability and its Applications (APSSRA2012), page 745–750, May 23–25, 2012, Singapore Research Publishing.
Mousavi SA, Bargi K and Zahrai SM (2013), “Optimum Paramters of Tuned Liquid Column-gas damper For Mitigation of Seismic-induced Vibrations of Offshore Jacket Platforms,” Structural Control and Health Monitoring, 20: 422–444.
Mousavi SA, Zahrai SM and Bargi K (2012), “Optimum Geometry of Tuned Liquid Column-gas Damper for Control of Offshore Jacket Platform Vibrations under Seismic Excitation,” Earthquake Engineering and Engineering Vibration, 11(3): 589–592.
Murtagh PJ, Basu B and Broderick BM (2005), “Alongwind Response of A Wind Turbine Tower with Blade Coupling Subjected to Rotationally Sampled Wind Loading,” Engineering Structures, 27(8):1209–1219.
Murtagh PJ, Ghosh A, Basu B and Broderick BM (2008), “Passive Control of Wind Turbine Vibrations Including Blade/Tower Interaction And Rotationally Sampled Turbulence,” Wind Energy, 11: 305–317.
Ni YQ, Ying ZG, Wang JY, Ko JM and Spencer Jr BF (2004), “Stochastic Optimal Control of Wind-Excited Tall Buildings Using Semi-active MR-tlcds,” Probabilistic Engineering Mechanics, 19: 269–277.
Prowell I and Elgamal A (2010), “Seismic Behavior of Wind Turbines,” Proceedings of Forum 2010-California Wind Energy Collaborative, Davis.
Prowell I, Veletzos M and Elgamal A et al. (2009), “Experimental and Numerical Seismic Response of a 65 kW Wind Turbine,” Journal of Earthquake Engineering, 13: 1172–1190.
Qu WL, Li ZL and Li GQ (1993), “The Experiment and Research of the Control Effect of a U-shaped Water Box on High-rise Building and Towering Structures,” Journal of Building Structures, 14(5): 37–41. (in Chinese)
Qu WL, Wang MG and Huang YJ (1991), Controller Design for High-rise Building and Towering Structures, The Press of Wuhan University of Science and Technology of Surveying and Mapping, Wuhan. (in Chinese)
Sadek F, Mohraz B and Lew AH (1998), “Single- and Multiple-tuned Liquid Column Dampers for Seismic Applications,” Earthquake Engineering and Structural Dynamics, 27: 439–463.
Sichani MT, Nielsen SRK and Naess A (2012), “Failure Probability Estimation of Wind Turbines by Enhanced Monte Carlo,” Journal of Engineering Mechanics, 138(4): 379–389.
Wang D and Li J (2011), “Physical Random Function Model of Ground Motions for Engineering Purposes,” Sci China Tech Sci, 54: 175–182.
Xu YZ and Li J (2011), “Dynamic Responses of Offshore Wind Turbines Subjected to Random Waves,” Journal of Vibration Engineering, 24(3): 315–322. (in Chinese)
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Supported by: National Natural Science Foundation of China Under Grant No. 11172210, National Hi-Tech Development Plan (863 Plan) Under Grant No. 2008AA05Z413, the Fundamental Fund for Central Universities, the Shuguang Program of Shanghai City and the State Key Laboratory of Disaster Reduction in Civil Engineering Under Grant Nos. SLDRCE14-A-06 and SLDRCE14-B-17
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Chen, J., Liu, Y. & Bai, X. Shaking table test and numerical analysis of offshore wind turbine tower systems controlled by TLCD. Earthq. Eng. Eng. Vib. 14, 55–75 (2015). https://doi.org/10.1007/s11803-015-0006-5
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DOI: https://doi.org/10.1007/s11803-015-0006-5