DOI QR코드

DOI QR Code

Wind-rain-induced vibration test and analytical method of high-voltage transmission tower

  • Li, Hong-Nan (Faculty of Infrastructure Engineering, Dalian University of Technology) ;
  • Tang, Shun-Yong (Faculty of Infrastructure Engineering, Dalian University of Technology) ;
  • Yi, Ting-Hua (Faculty of Infrastructure Engineering, Dalian University of Technology)
  • Received : 2012.04.23
  • Accepted : 2013.10.20
  • Published : 2013.11.25

Abstract

A new computational approach for the rain load on the transmission tower is presented to obtain the responses of system subjected to the wind and rain combined excitations. First of all, according to the similarity theory, the aeroelastic modeling of high-voltage transmission tower is introduced and two kinds of typical aeroelastic models of transmission towers are manufactured for the wind tunnel tests, which are the antelope horn tower and pole tower. And then, a formula for the pressure time history of rain loads on the tower structure is put forward. The dynamic response analyses and experiments for the two kinds of models are carried out under the wind-induced and wind-rain-induced actions with the uniform and turbulent flow. It has been shown that the results of wind-rain-induced responses are bigger than those of only wind-induced responses and the rain load influence on the transmission tower can't be neglected during the strong rainstorm. The results calculated by the proposed method have a good agreement with those by the wind tunnel test. In addition, the wind-rain-induced responses along and across the wind direction are in the same order of response magnitude of towers.

Keywords

References

  1. American National Standards Institute (ANSI) (1993), "National Electrical Safety Code (NESC)",Accredited Standards Committee.
  2. Bai, F.L., Hao, H. and Li, H.N. (2010), "Seismic response of a steel trussed arch structure to spatially varying earthquake ground motions including site effect", Adv. Struct. Eng., 13(6), 1089-2103. https://doi.org/10.1260/1369-4332.13.6.1089
  3. Dempsey, D. and White, H. (1996), "Winds wreak havoc on lines", Transm. Distrib. World, 48(6), 32-37.
  4. Deng, H.Z., Zhu, S.Y, Chen, X.M. and Wang, Z.M. (2003), "Wind tunnel investigation on model of long span transmission line system", J. Tongji Univ., 31(2), 132-137.
  5. Eguchi, Y, Kikushi, N., Kawabata, K., Yukinoc, T. and Ishikubo, Y. (2002), "Drag reduction mechanism and aerodynamic characteristics of a newly developed overhead electric wire", J. Wind Eng. Ind Aerod., 90(4-5), 293-304. https://doi.org/10.1016/S0167-6105(01)00201-X
  6. Ghobarah, A, Aziz, T.S. and El-Attar, M. (1996), "Response of transmission lines to multiple support excitations", Eng. Struct., 18(12), 936-946. https://doi.org/10.1016/S0141-0296(96)00020-X
  7. Guo, Y, Sun, B.N., Ye, Y, Lo., W.J. and Shen, G.H. (2009), "Frequency-domain analysis on wind-induced dynamic response and vibration control of long span transmission line system", Acta Aerod Sinica, 27(3),288-295.
  8. Guo, Y, Sun, B.N., Ye, Y., Shen, G.H. and Lou, W.J. (2007), "Wind tunnel test on aeroelastic model of long span transmission line system", J. Zhejiang Univ., 41(9), 1482-1486.
  9. Jamaleddine, A, McClure, G., Rousselet, J and Beauchemin, R. (1993), "Simulation of ice shedding on electrical transmission lines using ADINA", Comput. Struct., 47(4/5), 523-536. https://doi.org/10.1016/0045-7949(93)90339-F
  10. Kalman, T., Farzaneh, M. and McClure, G. (2007), "Numerical analysis of the dynamic effects of shock-load-induced ice shedding on overhead ground wires", Comput. Struct., 85(7/8), 375-384. https://doi.org/10.1016/j.compstruc.2006.11.026
  11. Kepco (2004), "Evaluation of the retrofitting methods for transmission tower body", Korean Electrical Power Corp.
  12. Kikuchi, N., Matsuzaki, Y., Yukino, T. and Ishida, H. (2003), "Aerodynamic drag of new-design electric power wire in a heavy rainfall and wind", J. Wind Eng. Ind Aerod., 91(1), 41-51. https://doi.org/10.1016/S0167-6105(02)00334-3
  13. Kollar, L.E. and Farzaneh, M. (2008), "Vibration of bundled conductors following ice shedding", IEEE Trans. Power Deliv., 23(2), 1097-2104. https://doi.org/10.1109/TPWRD.2007.915876
  14. Kudzys, A. (2006), "Safety of power transmission line structures under wind and ice storms", Eng. Struct., 28(5),682-689. https://doi.org/10.1016/j.engstruct.2005.09.026
  15. Li, G. (2005), "Erosion calculation of raindrops kinetic energy of loess plateaus rainfall", J. Lanzhou Jiaotong Univ., 24(4), 43-45.
  16. Li, H.N. and Bai, H.F. (2006), "High-voltage transmission tower-line system subjected to disaster loads", Progr. Nat. Sei, 16(9), 899-911. https://doi.org/10.1080/10020070612330087
  17. Li, H.N., Ren, Y.M. and Bai, H.F. (2007), "Rain-wind-induced dynamic model for transmission tower", Proceedings of the CSEE, 27(30),43-48.
  18. Li, H.N., Shi, W.L., Wang, G.X. and Jia, L.G. (2005), "Simplified models and experimental verification for coupled transmission tower-line system to seismic excitations", J. Sound Vib., 286(3), 569-585. https://doi.org/10.1016/j.jsv.2004.10.009
  19. Li, H.N. and Xiao, S.Y. (2002), "Model of transmission tower-pile-soil dynamic interaction under earthquake: in-plane", ASME PVP., 445, 143-147.
  20. National Research Council of Canada (NRCC) (1990), "Supplement to the National Building Code of Canada", Associate Committee on the National Building Code.
  21. Park, J.H., Moon, B.W., Min, K.W, Lee, S.K. and Kim, C.K. (2007), "Cyclic loading test of friction-type reinforcing members upgrading wind-resistant performance of transmission towers", Eng. Struct., 29(11), 3185-3196. https://doi.org/10.1016/j.engstruct.2007.03.022
  22. Shehata, A.Y, Damatty, A. and Savory, E. (2005), "Finite element modeling of transmission line under downburst wind loading", Finite Elem. Anal. Des., 42(1), 71-89. https://doi.org/10.1016/j.finel.2005.05.005
  23. Sheng, P.X. and Mao, J.T. (2003), Atinospheric physics, Beijing University Press, Beijing.
  24. Shinozuka, M. (1971), "Simulation of multivariate and multidimensional random processes", Acoust. Soc. Am, 49(1), 357-368. https://doi.org/10.1121/1.1912338
  25. Shinozuka, M., Jan C.M. (1972), "Digital simulation of random processes and its applications", J. Sound Vib., 25(1), 111-128. https://doi.org/10.1016/0022-460X(72)90600-1
  26. Tian, L., Li, H.N. and Liu, G.H. (2010), "Seismic response of power transmission tower-line system subjected to spatially varying ground motions", Math. Probl. Eng, Article ID 587317, 1-20.
  27. Yang, L., Sun, B. and Ye, Y. (1996), "Calculation of high-voltage transmission tower", J. Eng. Mech., 13(1), 46-51.
  28. Yin, T., Lam, H.F., Chowa, H.M. and Zhub, H.P. (2009), "Dynamic reduction-based structural damage detection of transmission tower utilizing ambient vibration data", Eng Struct., 31(9),19-22.

Cited by

  1. A Comparative Study on Frequency Sensitivity of a Transmission Tower vol.2015, 2015, https://doi.org/10.1155/2015/610416
  2. Fragility analysis and estimation of collapse status for transmission tower subjected to wind and rain loads vol.58, 2016, https://doi.org/10.1016/j.strusafe.2015.08.002
  3. Dynamic Responses and Vibration Control of the Transmission Tower-Line System: A State-of-the-Art Review vol.2014, 2014, https://doi.org/10.1155/2014/538457
  4. Dynamic analysis of transmission tower-line system subjected to wind and rain loads vol.157, 2016, https://doi.org/10.1016/j.jweia.2016.08.010
  5. Research on motion of wind-driven rain and rain load acting on transmission tower vol.139, 2015, https://doi.org/10.1016/j.jweia.2015.01.008
  6. Turbulence Integral Scale Corrections to Experimental Results of Aeroelastic Models with Large Geometric Scales: Application to Gust Loading Factor of a Transmission Line Tower vol.17, pp.8, 2014, https://doi.org/10.1260/1369-4332.17.8.1189
  7. Performance Evaluation on Transmission Tower-Line System with Passive Friction Dampers Subjected to Wind Excitations vol.2015, 2015, https://doi.org/10.1155/2015/310458
  8. Characteristics of Rainfall in Wind Field of a Downburst and Its Effects on Motion of High-Voltage Transmission Line vol.2017, 2017, https://doi.org/10.1155/2017/7350369
  9. A theoretical model of rain–wind–induced in-plane galloping on overhead transmission tower-lines system vol.7, pp.9, 2015, https://doi.org/10.1177/1687814015604590
  10. Calculation of rain load based on single raindrop impinging experiment and applications vol.147, 2015, https://doi.org/10.1016/j.jweia.2015.09.017
  11. Effect of Raindrop Size Distribution on Rain Load and Its Mechanism in Analysis of Transmission Towers vol.18, pp.09, 2018, https://doi.org/10.1142/S0219455418501158
  12. Velocity Ratio of Wind-Driven Rain and Its Application on a Transmission Tower Subjected to Wind and Rain Loads vol.32, pp.5, 2018, https://doi.org/10.1061/(ASCE)CF.1943-5509.0001210
  13. Theoretical and Experimental Studies of the Rain Load for Transmission Tower Based on Single-Raindrop Impinging Force vol.19, pp.11, 2019, https://doi.org/10.1142/s0219455419501335
  14. Effects of Time-Varying Mass on Stability of High-Voltage Conductor in Rain-Wind Condition vol.15, pp.5, 2013, https://doi.org/10.1115/1.4046497
  15. A simplified method for estimating fundamental periods of pylons in overhead electricity transmission systems vol.19, pp.2, 2013, https://doi.org/10.12989/eas.2020.19.2.119
  16. Modal parameters of a transmission tower considering the coupling effects between the tower and lines vol.220, pp.None, 2020, https://doi.org/10.1016/j.engstruct.2020.110947
  17. Optimization of VEDs for Vibration Control of Transmission Line Tower vol.2021, pp.None, 2013, https://doi.org/10.1155/2021/9060414
  18. Vortex induced vibration and its controlling of long span Cross-Rope Suspension transmission line with tension insulator vol.78, pp.1, 2013, https://doi.org/10.12989/sem.2021.78.1.087
  19. Failure analysis of a transmission line considering the joint probability distribution of wind speed and rain intensity vol.233, pp.None, 2013, https://doi.org/10.1016/j.engstruct.2021.111913