The Dynamic Galloping Characteristics of Icing Guyed HVDC Tower

Article Preview

Abstract:

According to the wind vibration shape of HVDC tower Under icing,the reason of guyed HVDC tower galloping is analysised.The mathematical model of icing guyed galloping and the vibration equation of HVDC tower is established .Using the measured wind data, the galloping dynamic characteristic of guyed HVDC tower under icing condition is completed in soft. The structure vibration situation drawing close to reality, the research results has been possible to provide the reference for wind disaster prevention.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

814-817

Citation:

Online since:

October 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] HU Yi. Analysis and counter measures discussion for large area icing accident on power grid,. High Voltage Engineering, vol. 34, no. 2, pp.215-219, (2008).

Google Scholar

[2] HUANG Xinbo. Mechanical analysis on transmission line conductor icing and application of on-line monitoring system,. Automation of Electric Power Systems, vol. 31, no. 14, pp: 98-101, (2007).

Google Scholar

[3] Yuan Jihe, Jiang Xingliang, Yi Hui, et al. The present study on conductor icing of transmission lines,. High Voltage Engineering, vol. 30, no. 1, pp: 6-9(in Chinese), (2004).

Google Scholar

[4] HOU Lei, WANG Li-ming, ZHU Pu-xuan, GUAN Zhi-cheng. Dynamic Behavior Computation of Ice Shedding of UHV Overhead Transmission Lines,. Proceedings of the CSEE, vol. 28, no. 6, pp: 1-6, (2008).

Google Scholar

[5] Jiang Xingliang, Ma Jun, Wang Shaohua, et al. Transmission lines' ice accidents and analysis of the formative factors,. Electric Power, vol. 38, no. 11, pp: 27-30(in Chinese), (2005).

Google Scholar

[6] Yang Zhichun, Yu Zhefeng. Periodic solution and stability of impulsive type competition system with infinitely distributed delays and feedback control,. Acta Mathematicae Applicatae Sinica. vol. 34, no. 2, pp: 215-223, (2004).

Google Scholar

[7] GAO Yan, YANG Jingbo. Calculation Method of Line Wind Load of Transmission Tower StructureConsidering Small-Scale Topographic Features, . vol. 36, no. 8, pp: 111-115, (2012).

Google Scholar

[8] Lovse J W, Teskey W F, Lachapelle G, et al. Dynamic deformation monitoring of tall structure using GPS technology,. Journal of Surveying Engineering, vol. 121, no. 1, pp: 35-40, (1995).

DOI: 10.1061/(asce)0733-9453(1995)121:1(35)

Google Scholar

[9] Lichtenstein Abba G. Silver Bridge collapse recounted,. Journal of Performance of Constructed Facilities, vol. 7, no. 4, pp: 249-261, (1993).

DOI: 10.1061/(asce)0887-3828(1993)7:4(249)

Google Scholar