地震动方向对海上风力发电机动力响应的影响

席仁强1,2,杜修力1,许成顺1,许坤1

振动与冲击 ›› 2021, Vol. 40 ›› Issue (5) : 193-201.

PDF(2134 KB)
PDF(2134 KB)
振动与冲击 ›› 2021, Vol. 40 ›› Issue (5) : 193-201.
论文

地震动方向对海上风力发电机动力响应的影响

  • 席仁强1,2,杜修力1,许成顺1,许坤1
作者信息 +

Effects of ground motion input direction on dynamic response of offshore wind turbine

  • XI Renqiang1,2, DU Xiuli1, XU Chengshun1, XU Kun1
Author information +
文章历史 +

摘要

叶轮-塔架耦合及气动阻尼作用使得海上风力发电机前后向、侧向动力特性存在差别。针对NREL 5MW单桩式海上风力发电机,通过理论分析,探讨海上风力发电机前后向与侧向振型、阻尼特性的差异;然后,针对停机和运行两种工作状态,采用气动-伺服-水动-弹性完全耦合方法,分析输入地震动方向影响海上风力发电机结构动力响应的规律,探讨最不利方向;最后,还分析了平均风速对最不利输入地震动方向的影响。结果表明:输入地震动方向可能显著影响海上风力发电机支撑结构泥面弯矩和塔顶位移幅值;对于运行状态,强震作用下,侧向为最不利输入地震动方向,弱震作用下,前后向为最不利输入地震动方向。

Abstract

The rotor-tower coupling and aerodynamic damping lead to the distinction of dynamic characteristics between the fore-aft and side-to-side direction of offshore wind turbines. Taking the NREL 5MW monopile offshore wind turbines for example, the differences of vibration mode and damping characteristics between the fore-aft and side-to-side direction are analyzed through the theoretical analysis. Then, considering the running and parked operational conditions, the influence of input ground motion direction on the seismic response of offshore wind turbines is analyzed using the aero-servo-hydro-elastic fully coupled method to determine the most unfavorable direction. In addition, the influence of mean wind speed on the most unfavorable incident angles of earthquake waves is investigated. It is found that the amplitude of mudline bending moment and tower-top displacement of offshore wind turbines may be substantially affected by the direction of earthquakes. When the offshore wind turbine is running, the most unfavorable direction is the side-to-side direction under the excitation of strong ground motions, and it is the fore-aft direction as the earthquakes are weaker.

关键词

叶轮-塔架耦合 / 单桩式海上风力发电机 / 工作状态 / 输入地震动方向 / 结构动力响应 / 最不利方向

Key words

 rotor-tower coupling / monopile supported offshore wind turbine / operating condition / incident angles of earthquake waves / dynamic response of structure / the most unfavorable direction

引用本文

导出引用
席仁强1,2,杜修力1,许成顺1,许坤1. 地震动方向对海上风力发电机动力响应的影响[J]. 振动与冲击, 2021, 40(5): 193-201
XI Renqiang1,2, DU Xiuli1, XU Chengshun1, XU Kun1. Effects of ground motion input direction on dynamic response of offshore wind turbine[J]. Journal of Vibration and Shock, 2021, 40(5): 193-201

参考文献

[1] MANWELL J F, MCGOWAN J G, ROGERS A L. Wind energy explained: theory, design and application [M]. Wiltshire: John Wiley & Sons, 2010.
[2] KOUKOURA C, NATARAJAN A, VESTH A. Identification of support structure damping of a full scale offshore wind turbine in normal operation [J]. Renewable Energy, 2015(81): 882-895.
[3] HACIEFENDIOĞLU K, BAYRAKTAR A. Effect of ice sheet on stochastic response of offshore wind turbine-seawater-soil interaction systems subjected to random seismic excitation [J]. Journal of Cold Regions Engineering, 2011, 25(3): 115-132.
[4] KIM D H, LEE S G, LEE I K. Seismic fragility analysis of 5 MW offshore wind turbine [J]. Renewable energy, 2014(65): 250-256.
[5] KOURKOULIS R S, LEKKAKIS P C, GELAGOTI F M, et al. Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil-foundation interface [J]. Géotechnique, 2014, 64(3): 171-185.
[6] ZHANG P, DING H, LE C. Seismic response of large-scale prestressed concrete bucket foundation for offshore wind turbines [J]. Journal of Renewable and Sustainable Energy, 2014, 6(1): 1-15.
[7] DING H, XIONG K, ZHANG P. Seismic response of offshore wind structure supported by bucket foundation [J]. Transactions of Tianjin University, 2016, 22(4): 294-301.
[8] MARDFEKRI M, GARDONI P. Multi-hazard reliability assessment of offshore wind turbines [J]. Wind Energy, 2015, 18(8): 1433-1450.
[9] ANASTASOPOULOS I, THEOFILOU M. Hybrid foundation for offshore wind turbines: environmental and seismic loading [J]. Soil Dynamics and Earthquake Engineering, 2016(80): 192-209.
[10] BARGI K, DEZVAREH R, MOUSAVI S A. Contribution of tuned liquid column gas dampers to the performance of offshore wind turbines under wind, wave, and seismic excitations [J]. Earthquake Engineering and Engineering Vibration, 2016, 15(3): 551-561.
[11] WANG W, GAO Z, LI X, et al. Model test and numerical analysis of a multi-pile offshore wind turbine under seismic, wind, wave, and current loads [J]. Journal of Offshore Mechanics and Arctic Engineering, 2017, 139(3): 1-17.
[12] ALATI N, FAILLA G, ARENA F. Seismic analysis of offshore wind turbines on bottom-fixed support structures [J]. Philosophical Transactions of the Royal Society A, 2015, 373(2035): 1-22.
[13] YANG Y, BASHIR M, LI C, et al. Analysis of seismic behaviour of an offshore wind turbine with a flexible foundation [J]. Ocean Engineering, 2019(178): 215-228.
[14] DNV. Design of offshore wind turbine structures[S]. Norway: Det Norske Veritas, 2013.
[15] WANG L, DONG X T. Influence of earthquake directions on wind turbine tower under seismic action [J]. Advanced Materials Research. Trans Tech Publications, 2011(243-249): 3883-3888.
[16] 戴靠山, 毛振西, 赵志, 等. 不同频谱特性地震动下某风电塔响应振动台试验研究[J]. 工程科学与技术, 2018, 50(3):130-138.
DAI Kaoshan, MAO Zhenxi, ZHAO Zhi, et al. Shaking table test study on seismic response of a wind turbine under ground motions with different spectra characteristics [J]. Advanced engineering science, 2018, 50(3): 130-138.
[17] 席仁强, 许成顺, 杜修力, 等. 工作状态对风力发电机地震响应的影响[J]. 工程力学, 2019, 36(4): 80-88.
XI Renqiang, XU Chengshun, DU Xiuli, et al. Effects of operating conditions on the seismic response of wind turbines [J]. Engineering Mechanics, 2019, 36(4): 80-88.
[18] CARSWELL W, ARWADE S R, DEGROOT D J, et al. Natural frequency degradation and permanent accumulated rotation for offshore wind turbine monopiles in clay [J]. Renewable Energy, 2016(97):319-330.
[19] ARANY L, BHATTACHARYA S, ADHIKARI S, et al. An analytical model to predict the natural frequency of offshore wind turbines on three-spring flexible foundations using two different beam models [J]. Soil Dynamics and Earthquake Engineering, 2015(74): 40-45.
[20] SHI W, PARK H C, BAEK J H, et al. Study on the marine growth effect on the dynamic response of offshore wind turbines [J]. International Journal of Precision Engineering and Manufacturing, 2012, 13(7): 1167-1176.
[21] JONKMAN J M, BUTTERFIELD S, MUSIAL W, et al. Definition of a 5MW reference wind turbine for offshore system development [R]. Colorado: National Renewable Energy Laboratory, 2009.
[22] BIR G S. User’s guide to BModes: software for computing rotating beam coupled modes [R]. Colorado: National Renewable Energy Laboratory, 2005.
[23] IEC 61400-1. Wind turbines part 1: design requirements [S]. Geneva: International Electrotechnical Commission, 2014.
[24] GL. Guideline for the certification of offshore wind turbines [S]. Hamburg: Germanischer Lloyd, 2005.
[25] VALAMANESH V, MYERS A T. Aerodynamic damping and seismic response of horizontal axis wind turbine towers [J]. Journal of Structural Engineering, 2014, 140(11):1-9.
[26] HANSEN M O L. Aerodynamics of wind turbines [M]. London: Earthscan, 2015.
[27] CHEN C, DUFFOUR P. Modelling damping sources in monopile-supported offshore wind turbines [J]. Wind Energy, 2018, 21(11): 1-20.
[28] ASAREH M A, SCHONBERG W, VOLZ J. Effects of seismic and aerodynamic load interaction on structural dynamic response of multi-megawatt utility scale horizontal axis wind turbines [J]. Renewable Energy, 2016(86):49-58.
[29] JONKMAN B J, KILCHER L. TurbSim user’s guide: version 1.06 [R]. Colorado: National Renewable Energy Laboratory, 2012.
[30] BREDMOSE H, LARSEN S E, MATHA D, et al. Collation of offshore wind wave dynamics [R]. Denmark: Marine Renewables Infrastructure Network for Emerging Energy Technologies, 2012.
[31] LI Q, YANG W. An improved method of hydrodynamic pressure calculation for circular hollow piers in deep water under earthquake [J]. Ocean Engineering, 2013(72): 241-256.
[32] SANTANGELO F, FAILLA G, ARENA F, et al. On time-domain uncoupled analyses for offshore wind turbines under seismic loads [J]. Bulletin of Earthquake Engineering, 2018, 16(2):1007-1040.

PDF(2134 KB)

Accesses

Citation

Detail

段落导航
相关文章

/