Dynamic response analysis of a multi-column tension-leg-type floating wind turbine under combined wind and wave loading
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  • 作者:Yongsheng Zhao 赵永生 ; Jianmin Yang 杨建民
  • 关键词:floating wind turbine (FWT) ; time domain response ; wind and wave loading ; U 661
  • 刊名:Journal of Shanghai Jiaotong University (Science)
  • 出版年:2016
  • 出版时间:February 2016
  • 年:2016
  • 卷:21
  • 期:1
  • 页码:103-111
  • 全文大小:1,557 KB
  • 参考文献:[1]BTM Consult APS. International wind energy development world market update 2009, forecast 2010—2014 [R]. Denmark: BTM Consult APS, 2010.
    [2]American Bureau of Shipping. Guidance notes on global performance analysis for floating offshore wind turbine [R]. Houston, USA: American Bureau of Shipping, 2013.
    [3]JONKMAN J M. Dynamics of offshore floating wind turbines-model development and verification [J]. Wind Energy, 2009, 12: 459–492.CrossRef
    [4]JONKMAN J M, MATHA D. Dynamics of offshore floating wind turbines-analysis of three concepts [J]. Wind Energy, 2011, 14: 557–569.CrossRef
    [5]KARIMIRAD M, MOAN T. Wave- and windinduced dynamic response of a spar-type offshore wind turbine [J]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2012, 138: 9–20.CrossRef
    [6]ZHAOY S, YANG J M, HE Y P. Preliminary design of a multi-column TLP foundation for a 5-MW offshore wind turbine [J]. Energies, 2012, 5: 3874–3891.CrossRef
    [7]JONKMAN J M, BUHL JR M L. FAST user’s guide [R]. Colorado, USA: National Renewable Energy Laboratory, 2005.
    [8]JONKMAN J M, BUTTERFIELD S, MUSIAL W, et al. Definition of a 5-MW reference wind turbine for offshore system development [R]. Colorado, USA: National Renewable Energy Laboratory, 2009.CrossRef
    [9]International Electrotechnical Committee. Wind turbine generator systems. Part 1. Design requirements [R]. Geneva, Switzerland: International Electrotechnical Commission, 2005.
    [10]International Electrotechnical Commission. Wind turbines. Part 3. Design requirements for offshore wind turbines [R]. Geneva, Switzerland: International Electrotechnical Commission, 2009.
    [11]MANWELL J F, MCGOWAN J G, ROGERS A L. Wind energy explained: Theory, design and application [M]. West Sussex, UK: John Wiley & Sons Ltd, 2012.
    [12]BURTON T, SHARPE D, JENKINS N, et al. Wind energy handbook [M]. New York, USA: John Wiley & Sons Ltd, 2011.CrossRef
    [13]MORIARTY P J, HANSEN A C. AeroDyn theory manual [R]. Colorado, USA: National Renewable Energy Laboratory, 2005.CrossRef
    [14]JONKMAN J M. Dynamics modeling and loads analysis of an offshore floating wind turbine [R]. Colorado, USA: National Renewable Energy Laboratory, 2007.CrossRef
    [15]Det Norske Veritas. Wadam theory manual [R]. Høvik, Norway: Det Norske Veritas, 2008.
    [16]AHMAD S, ISLAM N, ALI A. Wind-induced response of a tension leg platform [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 72: 225–240.CrossRef
    [17]JONKMAN B J, BUHL JR M L. TurbSim user’s guide [R]. Colorado, USA: National Renewable Energy Laboratory, 2007.
  • 作者单位:Yongsheng Zhao 赵永生 (1)
    Jianmin Yang 杨建民 (1)
    Yanping He 何炎平 (1)
    Mintong Gu 顾敏童 (1)

    1. State Key Laboratory of Ocean Engineering, Shanghai Jiaotong University, Shanghai, 200240, China
  • 刊物类别:Engineering
  • 刊物主题:Electrical Engineering
    Life Sciences
    Architecture
    Chinese Library of Science
  • 出版者:Shanghai Jiao Tong University Press
  • ISSN:1995-8188
文摘
Floating wind turbines (FWTs) are subjected to combined aerodynamic and hydrodynamic loads varying both in time and amplitude. In this study, a multi-column tension-leg-type FWT (i.e., WindStar TLP system) is investigated for its global performance under normal operating conditions and when parked. The selected variables are analysed using a fully coupled aero-hydro-servo-elastic time domain simulation tool FAST. Three different loading scenarios (wind only, wave only and both combined) are examined to identify the dominant load influencing each response. The key response variables are obtained and compared with those for an NREL 5MW baseline wind turbine installed on land. The results should aid the detailed design of the WindStar TLP system. Keywords floating wind turbine (FWT) time domain response wind and wave loading

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