Browse > Article
http://dx.doi.org/10.12989/was.2020.31.6.509

Stability behavior of the transmission line system under incremental dynamic wind load  

Sarmasti, Hadi (Department of Civil Engineering, Sahand University of Technology)
Abedi, Karim (Department of Civil Engineering, Sahand University of Technology)
Chenaghlou, Mohammad Reza (Department of Civil Engineering, Sahand University of Technology)
Publication Information
Wind and Structures / v.31, no.6, 2020 , pp. 509-522 More about this Journal
Abstract
Wind load is the principal cause for a large number of the collapse of transmission lines around the world. The transmission line is traditionally designed for wind load according to a linear equivalent method, in which dynamic effects of wind are not appropriately included. Therefore, in the present study, incremental dynamic analysis is utilized to investigate the stability behavior of a 400 kV transmission line under wind load. In that case, the effects of vibration of cables and aerodynamic damping of cables were considered on the stability behavior of the transmission line. Superposition of the harmonic waves method was used to calculate the wind load. The corresponding wind speed to the beginning of the transmission line collapse was determined by incremental dynamic analysis. Also, the effect of the yawed wind was studied to determine the critical attack angle by the incremental dynamic method. The results show the collapse mechanisms of the transmission line and the maximum supportable wind speed, which is predicted 6m/s less than the design wind speed of the studied transmission line. Based on the numerical modeling results, a retrofitting method has been proposed to prevent failure of the tower members under design wind speed.
Keywords
collapse of transmission tower; wind load; stability analysis; performance of transmission line; dynamic response; incremental dynamic analysis;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
연도 인용수 순위
1 ASCE (2015), Design of Latticed Steel Transmission Structures, ASCE/SEI 10-15, American Society of Civil Engineers, Reston, Virginia.
2 Banik, S.S., Hong, H.P. and Kopp, G.A. (2010), "Assessment of capacity curves for transmission line towers under wind loading", Wind Struct., 13(1), 1-20. https://doi.org/10.12989/was.2010.13.1.001.   DOI
3 Battista, R.C., Rodrigues, R.S. and Pfeil, M.S. (2003), "Dynamic behavior and stability of transmission line towers under wind forces", J. Wind Eng. Ind. Aerod., 91(8), 1051-1067. https://doi.org/10.1016/s0167-6105(03)00052-7.   DOI
4 Brewer A. (2017), "Dynamic wind load modelling of high overhead transmission line towers", Ph.D. Dissertation, University of Iceland, Iceland.
5 Carvalho, H., Correia, J., Jesus, A. de and Calçada, R. (2018), "Aerodynamic damping in cables of overhead transmission lines subjected to wind loads", Wind Eng., 42(4), 268-275. https://doi.org/10.1177/0309524x18777312.   DOI
6 Chen, B., Xiao, X., Li, P. and Zhong, W. (2015), "Performance evaluation on transmission tower-line system with passive friction dampers subjected to wind excitations", Shock Vib., 2015, 1-13. https://doi.org/10.1155/2015/310458.   DOI
7 Chopra Anil, K. (2017), Dynamics of Structures, Pearson, Boston, Massachusets, U.S.A.
8 Deng, H.Z., Si, R.J., Hu, X.Y. and Duan, C.Y. (2013), "Wind tunnel study on wind-induced vibration responses of a UHV transmission tower-line system", Advan. Struct. Eng., 16(7), 1175-1185. https://doi.org/10.1260/1369-4332.16.7.1175.   DOI
9 Deng, H.Z., Xu, H.J., Duan, C.Y., Jin, X.H. and Wang, Z.H. (2016), "Experimental and numerical study on the responses of a transmission tower to skew incident winds", J. Wind Eng. Ind. Aerod., 157, 171-188, https://doi.org/10.1016/j.jweia.2016.05.010.   DOI
10 ABAQUS Theory Manual (2014), Version 6.14 Online User's Manual.
11 Deodatis, G. (1996), "Simulation of ergodic multivariate stochastic processes", J. Eng. Mech., 122(8), 778-787. https://doi.org/10.1061/(asce)0733-9399(1996)122:8(778).   DOI
12 Gani, F. and F. Legeron. (2010), "Dynamic response of transmission lines guyed towers under wind loading", Canadian J. Civil Eng., 37(3), 450-465, https://doi.org/10.1139/l09-160.   DOI
13 El Damatty, A.A. and Hamada, A. (2012), "Behaviour of guyed transmission line structures under tornado wind loads-case studies", Electric. Transm.Substation Struct.,Ohio, November.
14 Fu, X., Hong Nan L. and Gang L. (2016), "Fragility analysis and estimation of collapse status for transmission tower subjected to wind and rain loads", Struct. Safety, 173(2018), 1-10, http://dx.doi.org/10.1016/j.strusafe.2015.08.002.   DOI
15 Fu, Xing, and Hong Nan Li. (2018), "Uncertainty analysis of the strength capacity and failure path for a transmission tower under a wind load", J. Wind Eng. Ind. Aerod., 173(February), 147-155. https://doi.org/10.1016/j.jweia.2017.12.009.   DOI
16 Hamada, A., King, J.P.C., El Damatty, A.A., Bitsuamlak, G. and Hamada, M. ( (2017), "The response of a guyed transmission line system to boundary layer wind", Eng. Struct., 139(2017), 135-152, http://dx.doi.org/10.1016/j.engstruct.2017.01.047.   DOI
17 Hamzah, N.H. and Usman, F. (2019), "Geospatial analysis of wind velocity to determine wind loading on transmission tower", Wind Struct., 28(6), 381-388, https://doi.org/10.12989/was.2019.28.6.381.   DOI
18 Islamic Republic of Iran Meteorological Organization (IRIMO), https://irimo.ir/eng/index.php.
19 Kadaba Radhakrishna, R. (1988), "Response of electrical transmission line conductors to extreme wind using filed data", Ph.D. Dissertation, Texas Tech University, Austin.
20 Kaimal, J.C., Wyngaard, J.C.J., Izumi, Y. and Cote, O.R. (1972), "Spectral characteristics of surface‐layer turbulence", Quart. J. Royal Meteorol. Soc., 98(417), 563-589, https://doi.org/10.1256/smsqj.41706.   DOI
21 Momomura, Y., Marukawa, H., Okamura, T., Hongo, E. and Ohkuma, T. (1997), "Full-scale measurements of wind-induced vibration of a transmission line system in a mountainous area", J. Wind Eng. Ind. Aerod., 72(1997), 241-252. http://dx.doi.org/10.1016/s0167-6105(97)00240-7.   DOI
22 Kaminski, J., Riera, J.D., de Menezes, R.C.R. and Miguel, L.F.F. (2008), "Model uncertainty in the assessment of transmission line towers subjected to cable rupture", Eng. Struct., 30(10), 2935-2944. https://doi:10.1016/j.engstruct.2008.03.011.   DOI
23 Kareem, A. and Tamura, Y. (2013), Advanced Structural Wind Engineering, Springer, Tokyo, Japan.
24 Mara, T.G. and Hong, H.P. (2013), "Effect of wind direction on the response and capacity surface of a transmission tower", Eng. Struct., 57(2013), 493-501, http://dx.doi.org/10.1016/j.engstruct.2013.10.004.   DOI
25 Okamura, T., Ohkuma, T., Hongo, E. and Okada, H. (2003), "Wind response analysis of a transmission tower in a mountainous area", J. Wind Eng. Industrial Aerod., 91(1-2), 53-63, http://dx.doi.org/10.1016/s0167-6105(02)00322-7.   DOI
26 Savory, E., Parke, G.A.R., Disney, P., Toy, N. and Zeinoddini, M. (1998), "Field measurements of wind-induced transmission tower foundation loads", Wind Struct., 1(2), 183-199, http://dx.doi.org/10.12989/was.1998.1.2.183.   DOI
27 Simiu, E. (1974), "Wind spectra and dynamic alongwind response", J. Struct. Div., 100.
28 Task Committee on Electrical Transmission Line Structural Loading. (2020). "Guidelines for electrical transmission line structural loading", Amer. Soc. Civil Eng.,
29 Tomokiyo, E., Maeda, J., Ishida, N. and Imamura, Y. (2004), "Typhoon damage analysis of transmission towers in mountainous regions of Kyushu, Japan", Wind Struct., 7(5), 345-357, http://dx.doi.org/10.12989/was.2004.7.5.345.   DOI
30 Tian, L., Pan, H., Qiu, C., Ma, R. and Yu, Q. (2018), "Windinduced collapse analysis of long-span transmission tower-line system considering the member buckling effect", Advan. Struct. Eng., 22(1), 30-41, http://dx.doi.org/10.1177/1369433218774961.   DOI
31 Vamvatsikos, D. (2014), "Incremental dynamic analysis", Encyclopedia Earthq. Eng., 1-8, http://dx.doi.org/10.1007/978-3-642-36197-5_136-1.   DOI
32 Von Karman, T. (1948), "Progress in the statistical theory of turbulence", Proceedings of National Academy of Sciences of the United States of America, 34(11), 530-539, https://doi.org/10.1073/pnas.34.11.530.   DOI
33 Yang, F., Yang, J., Niu, H., and Zhang, H. (2015), "Design wind loads for tubular-angle steel cross-arms of transmission towers under skewed wind loading", J. Wind Eng. Ind. Aerod., 140(1), 0-18, http://dx.doi.org/10.1016/j.jweia.2015.01.012.   DOI
34 Yang, Y.H., Xin, Y.L., Zhou, J.J., Tang, W.H. and Li, B. (2017), "Failure probability estimation of transmission lines during typhoon based on tropical cyclone wind model and component vulnerability model", 2017 IEEE PES Asia-pacific power and energy engineering conference (APPEEC), Chengdu, China.
35 Yasui, H., Marukawa, H., Momomura, Y. and Ohkuma, T. (1999), "Analytical study on wind-induced vibration of power transmission towers", J. Wind Eng. Ind. Aerod., 83(1999), 431-441, https://doi.org/10.5359/jawe.1998.76-3.   DOI
36 Zhang, Z., Li, H., Li, G., Wang, W. and Tian, L. (2013), "The numerical analysis of transmission tower-line system windinduced collapsed performance", Mathem. Prob. Eng., 2013, 1-11. http://dx.doi.org/10.1155/2013/413275.   DOI
37 Zhang, L.L. and Li, J. (2007), "Probability density evolution analysis on dynamic response and reliability estimation of windexcited transmission towers", Wind Struct., 10(1), 45-60. http://dx.doi.org/10.12989/was.2007.10.1.045.   DOI
38 Zhang, P., Ren, L., Li, H., Jia, Z. and Jiang, T. (2015), "Control of wind-induced vibration of transmission tower-line system by using a spring pendulum", Mathem. Prob. Eng., 2015, 1-10, http://dx.doi.org/10.1155/2015/671632.   DOI