Dynamic Response Analysis of Wind Turbine with Tuned Mass Damper under Typhoon Conditions

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Abstract:

The wind power is increasingly developed, and the tropical weather condition is a challenge for flexible wind turbine structure. It is essential to get the structure response of wind turbine under typhoon conditions, and then solutions to reduce the load should be found. This article firstly discusses characteristics of typhoon suitable for wind turbine loads calculation, and then a simplified model with two degrees of freedom is got in two directions separately, according to the experiences of high-rise structure to mitigate vibration and theory of vibration absorber, passive TMD systems are put to the wind turbine structures in longitudinal and lateral direction. After that a medium complicated aero-elastic software FAST-SC is used to simulate transient and also fatigue conditions, the tower top displacement and tower base bending moment are evaluated, TMD systems can help reduce the transient load and fatigue loads of flexible wind turbine structures.

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Periodical:

Advanced Materials Research (Volumes 945-949)

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600-606

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June 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] BTM (2013): A BTM WIND REPORT, World Market Update 2012. Page Xi.

Google Scholar

[2] Germanischer Llyod (GL): Technical Note Certification of Wind Turbines for Tropical Cyclone Conditions, Hamburg Germany, Revision 0, 11/09/(2003).

Google Scholar

[3] Mitsubishi Heavy Industries, Ltd.: Technical Review Vol. 41 No. 3 (2004).

Google Scholar

[4] aerodyn Enegiesysteme GmbH: aerodyn Newsletter September 2013 English, (2013).

Google Scholar

[5] Spencer B, Nagarajaiah S: State of the art of structural control. Journal of Structural Engineering, 129: 845–856 (2003).

DOI: 10.1061/(asce)0733-9445(2003)129:7(845)

Google Scholar

[6] Adeli H: Smart structures and building automation in the 21st century. The 25th International Symposium on Automation and Robotics in Construction, Vilnius, Lithuania (2008).

DOI: 10.3846/isarc.20080626.5

Google Scholar

[7] Soong T, Spencer B. Supplemental energy dissipation: state-of-the-art and state-of-the practice. Engineering Structures 24: 243–259 (2002).

DOI: 10.1016/s0141-0296(01)00092-x

Google Scholar

[8] Matthew A. Lackner, Mario A. Rotea: Passive structural control of offshore wind turbines, Wind Energ. 14: 373–388 (2011).

DOI: 10.1002/we.426

Google Scholar

[9] Holland, Greg J: An analytical Model of the Wind and Pressure Profiles in Hurricanes, Monthly Weather Review Volume 108, p.1212 – 1218, American Meteorological Society, (1980).

DOI: 10.1175/1520-0493(1980)108<1212:aamotw>2.0.co;2

Google Scholar

[10] John L. Schroeder, et al: Variation of turbulence intensities and integral scales during the passage of a hurricane, Journal of Wind Engineering and Industrial Aerodynamics 77&78, 65-72 (1998).

DOI: 10.1016/s0167-6105(98)00132-9

Google Scholar

[11] Song Lili, et al: Analysis on Boundary Layer Turbulent Features of Landfalling Typhoon, ACTA METEOROLOGICA SINICA, Vol. 63, No. 6 (2005).

Google Scholar

[12] WMO: Guidelines for converting between various wind averaging periods in tropical cyclone conditions, (2010).

Google Scholar

[13] Lili Song, et al. Wind characteristics of a strong typhoon in marine surface boundary layer. Wind and Structures, Vol. 15, No. 1, 1-15 (2012).

DOI: 10.12989/was.2012.15.1.001

Google Scholar

[14] Tony Burton, Nick Jenkins, et al: Wind Energy Handbook(2nd Edition), John Wiley & Sons, (2011).

Google Scholar

[15] William T. Thomson, Marie Dillon Dahleh: Theory of Vibration with Applications(Fifth Edition), Tsinghua Publisher, (2005).

Google Scholar

[16] Jonkman J: Fast theory manual. Technical Report, to be published, National Renewable Energy laboratory: Golden, CO, (2009).

Google Scholar

[17] Jonkman J, Butterfi eld S, Musial W, Scott G: Defi nition of a 5-mw reference wind turbine for offshore system development. TP 500-38060, National Renewable Energy Laboratory. (2008).

DOI: 10.2172/947422

Google Scholar