COMPREHENSIVE ANALYSIS OF DYNAMIC RESPONSE OF STEEL AND STEEL-CONCRETE COMBINED WIND TURBINE TOWERS

被引：0
|
作者：
Chen J. [1 ]
Gao J. [1 ]
Zhao B. [1 ]
Yang R. [2 ]
机构：
[1] College of Civil Engineering, Tongji University, Shanghai
[2] Shanghai Energy Technology Development Co.，Ltd., Shanghai
来源：
Taiyangneng Xuebao/Acta Energiae Solaris Sinica | 2023年 / 44卷 / 03期
关键词：
dynamic response; emergency shut-down condition; normal operating condition; tower; wind turbine;
D O I：
10.19912/j.0254-0096.tynxb.2021-1346
中图分类号：
学科分类号：
摘要：
Software FAST is used to study the dynamic response of a single tube steel tower and a steel-concrete combined tower of a 2 MW wind turbine in the same wind farm under two typical working conditions - normal operation condition and emergency shut-down condition. The analysis results show that the displacement response at the top of the single steel tower is greater than that of the steel-concrete tower under both conditions，and under the normal operating condition，the acceleration response of the two towers is affected by frequency corresponding to the three and six times wind wheel rotation rate（3P，6P）. The dynamic response of the steeltower is obviously affected by the second- order vibration mode，and under the emergency shut- down condition，the vibration of the towers intensify，and the single steel tower is more sensitive than the steel-concrete tower，besides，the acceleration response in the fore-and-aft direction of the two towers is mainly affected by the first-order vibration mode，while in the lateral direction the acceleration response of the towers is obviously affected by the second-order vibration mode. © 2023 Science Press. All rights reserved.
引用
收藏
页码：225 / 231
页数：6
相关论文
共 16 条
  • [1] Global wind report 2021［R］, (2021)
  • [2] MA H N., Research and application of load reduction control technology for flexible tower of wind turbine, (2018)
  • [3] LIU H W, WANG D, JIANG T，, Et al., Development and verification of control strategy to avoid soft tower resonance for wind turbine［J］, Control and information technology, 472, pp. 14-18, (2021)
  • [4] BI J H, YIN Y B., Seismic analysis of prestressed reinforced concrete wind-turbine tower［J］, Journal of Tianjin University, 44, 2, pp. 126-133, (2011)
  • [5] LI J P, XU L H., Modal analysis of steel and pre-stressed reinforced concrete wind tower［J］, Chinese journal of turbomachinery, 5, pp. 58-63, (2012)
  • [6] CHEN J L, CONG O., Design optimization of steel- concrete hybrid wind turbine tower based on improved genetic algorithm［J］, Acta energiae solaris sinica, 42, 7, pp. 359-365, (2021)
  • [7] CAO Y Q, YANG R C, LIU H Q，, Et al., Seismic fragility analysis for external prestressed concrete wind tower［J］, Journal of Tongji University（natural science edition）, 46, 11, pp. 1501-1507, (2018)
  • [8] 365, (2005)
  • [9] SORENSEN J N，, VOUTSINAS S，, Et al., State of the art in wind turbine aerodynamics and aeroelasticity［J］, Progress in aerospace sciences, 42, 4, pp. 285-330, (2006)
  • [10] Definition of a 5 MW reference wind turbine for offshore system development［R］, (2009)
12