Response Characteristics and Frequency-domain Calculation Method of Dynamic Wind-induced Deflection of Transmission Lines

被引:0
|
作者
Lou W. [1 ]
Luo G. [1 ]
Yang X. [2 ]
Lu M. [2 ]
机构
[1] Institute of Structural Engineering, Zhejiang University, Hangzhou
[2] Key Laboratory of Power Transmission Line Galloping Prevention and Control Technology, Electric Power Research Institute, State Grid Henan Electric Power Company, Zhengzhou
来源
Lou, Wenjuan (louwj@zju.edu.cn) | 1600年 / Science Press卷 / 43期
基金
中国国家自然科学基金;
关键词
CQC; Dynamic wind-induced deflection; Frequency-domain method; Modal combination; Response characteristics; Transmission line;
D O I
10.13336/j.1003-6520.hve.20170428014
中图分类号
学科分类号
摘要
The equilibrium configuration and stiffness of a multi-span conductor under gravity and mean wind load are taken as the initial conditions for calculation. The fluctuating wind-induced response of the conductor is assumed to be small deformation. Method recommended by the American Society of Civil Engineers (ASCE) is applied to take the effects of aerodynamic damping into account. Frequency-domain calculation method of dynamic wind-induced deflection is proposed. The influences of vibration modes and combination methods on calculation results are deeply analyzed and the results are compared with those obtained by time-domain method. The comparison shows that multiple vibration modes must be considered in the dynamic wind-induced deflection analysis and the cross-terms cannot be neglected. For a 2-span conductor, the complete quadratic combination (CQC) of the first three modes can meet the precision requirement. For a 5-span conductor, the CQC combination of the first nine modes can meet the precision requirement. The calculation shows that the peak fluctuating response of a suspension insulator string can reach more than 10 percent of the mean response, therefore the ignorance of fluctuating wind-induced deflection in current transmission line design is not safe and is one of the main causes of flashovers. © 2017, High Voltage Engineering Editorial Department of CEPRI. All right reserved.
引用
收藏
页码:1493 / 1499
页数:6
相关论文
共 17 条
  • [1] Zhang Y., Analysis on flashover between tower and conducting wires in domestic 500 kV transmission lines caused by windage yaw, Power System Technology, 29, 7, pp. 65-67, (2005)
  • [2] Min X., Wen Z., Zeng Y., Et al., Characteristics of windage yaw in UHV insulator strings under fluctuating wind, Electric Power, 49, 3, pp. 65-71, (2016)
  • [3] Lou W., Yu J., Yang L., Et al., Design of the inhibiting device against flashover caused by windage yaw in transmission lines, High Voltage Engineering, 42, 10, pp. 3253-3262, (2016)
  • [4] Tsujimoto K., Yoshioka O., Okumura T., Et al., Investigation of conductor swinging by wind and its application for design of compact transmission line, IEEE Transactions on Power Apparatus and Systems, 101, 11, pp. 4361-4369, (1982)
  • [5] Liu X., Yan B., Lin X., Et al., Numerical simulation of windage yaw of 500 kV UHV transmission lines, Engineering Mechanics, 26, 1, pp. 244-249, (2009)
  • [6] Kong D., Li L., Long X., Et al., Finite element analysis of dynamic windage angle of suspended insulator strings, Electric Power Construction, 29, 9, pp. 5-9, (2008)
  • [7] Li L., Xiao L., Luo X., Et al., Windage yaw calculation method of UHV insulator strings, High Voltage Engineering, 39, 12, pp. 2924-2932, (2013)
  • [8] Loredo-Souza A.M., Davenport A.G., The effects of high winds on transmission lines, Journal of Wind Engineering & Industrial Aerodynamics, 74-76, pp. 987-994, (1998)
  • [9] Zhang C., Guo Q., A simplified frequency domain analysis method for wind-induced vibration response of transmission tower-line system, Chinese Journal of Applied Mechanics, 30, 5, pp. 782-786, (2013)
  • [10] Guidelines for electrical transmission line structural loading: ASCE No 74, (2009)