Structural Monitoring and Maintenance

  • 제5권1호
  • /
  • Pages.151-171
  • /
  • 2018
  • /
  • 2288-6605(pISSN)
  • /
  • 2288-6613(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Response evaluation and vibration control of a transmission tower-line system in mountain areas subjected to cable rupture

  • Chen, Bo (Hubei Key Laboratory of Roadway Bridge & Structural Engineering, Wuhan University of Technology) ;
  • Wu, Jingbo (Hubei Key Laboratory of Roadway Bridge & Structural Engineering, Wuhan University of Technology) ;
  • Ouyang, Yiqin (Hubei Key Laboratory of Roadway Bridge & Structural Engineering, Wuhan University of Technology) ;
  • Yang, Deng (Hubei Key Laboratory of Roadway Bridge & Structural Engineering, Wuhan University of Technology)
  • 투고 : 2017.11.17
  • 심사 : 2018.02.24
  • 발행 : 2018.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

Transmission tower-line systems are commonly slender and generally possess a small stiffness and low structural damping. They are prone to impulsive excitations induced by cable rupture and may experience strong vibration. Excessive deformation and vibration of a transmission tower-line system subjected to cable rupture may induce a local destruction and even failure event. A little work has yet been carried out to evaluate the performance of transmission tower-line systems in mountain areas subjected to cable rupture. In addition, the control for cable rupture induced vibration of a transmission tower-line system has not been systematically conducted. In this regard, the dynamic response analysis of a transmission tower-line system in mountain areas subjected to cable rupture is conducted. Furthermore, the feasibility of using viscous fluid dampers to suppress the cable rupture-induced vibration is also investigated. The three dimensional (3D) finite element (FE) model of a transmission tower-line system is first established and the mathematical model of a mountain is developed to describe the equivalent scale and configuration of a mountain. The model of a tower-line-mountain system is developed by taking a real transmission tower-line system constructed in China as an example. The mechanical model for the dynamic interaction between the ground and transmission lines is proposed and the mechanical model of a viscous fluid damper is also presented. The equations of motion of the transmission tower-line system subjected to cable rupture without/with viscous fluid dampers are established. The field measurement is carried out to verify the analytical FE model and determine the damping ratios of the example transmission tower-line system. The dynamic analysis of the tower-line system is carried out to investigate structural performance under cable rupture and the validity of the proposed control approach based on viscous fluid dampers is examined. The made observations demonstrate that cable rupture may induce strong structural vibration and the implementation of viscous fluid dampers with optimal parameters can effectively suppress structural responses.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, Ministry of Housing and Urban-Rural Development of China

참고문헌

  1. ASCE-American Society of Civil Engineers (1991), Guideline for electrical transmission line structural loading, ASCE Manuals and Reports on Engineering Practice, No. 74, New York.
  2. ASCE-American Society of Civil Engineers (2000), ASCE Standard 10-97: Design of latticed steel transmission structures, 2000, New York.
  3. Balendra, T., Wang, C.M. and Yan. N. (2001), "Control of wind-excited towers by active tuned liquid column damper", Eng. Struct., 23(4), 1054-1067. https://doi.org/10.1016/S0141-0296(01)00015-3
  4. Chen, B., Guo, W.H., Li, P.Y. and Xie. W.P. (2014), "Dynamic responses and vibration control of the transmission tower-line system: a state-of-the-art-review", The Scientific World Journal, Article ID 538457, 1-20.
  5. Chen, B., Xiao, X., Li, P.Y. and Zhong. W. L. (2015), "Performance evaluation on transmission-tower line system with passive friction dampers subjected to wind excitations", Shock Vib., Article ID 310458, 1-13.
  6. Chen, B., Xu, Y.L. and Qu, W.L. (2005), "Evaluation of atmospheric corrosion damage to steel space structures in coastal areas", Int. J. Solids Struct., 42(16-17), 4673-4694. https://doi.org/10.1016/j.ijsolstr.2005.02.004
  7. Constantinou, M.C., Symans, M.D., Tsopelas, P. and Taylor, D.P. (1993), "Fluid viscous dampers in applications of seismic energy dissipation and seismic isolation", Proc. of ATC J7-J Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, 2, 581-592.
  8. Ghorbani-Tanha, A.K., Noorzad, A. and Rahimian. M. (2009), "Mitigation of wind-induced motion of Milad Tower by tuned mass damper", Struct. Des.Tall Spec.Build., 18(4), 371-385. https://doi.org/10.1002/tal.421
  9. Hitchcock, P.A. et al. (1999), "Damping properties and wind-induced response of a steel frame tower fitted with liquid column vibration absorbers", J. Wind Eng. Ind. Aerod., 83(1-3), 183-196. https://doi.org/10.1016/S0167-6105(99)00071-9
  10. Housner, G.W., Bergman, L.A., Caughey, T.K., Chassiakos, A.G., Claus, R.O., Masri, S.F., Skelton, R.E., Soong, T.T., Spencer, Jr B.F. and Yao, T.P. (1997), "Structural control: Past, present, and future", J. Eng. Mech.-ASCE, 123(9), 897-971. https://doi.org/10.1061/(ASCE)0733-9399(1997)123:9(897)
  11. IEC-International Electrotechnical Commission (2003), IEC 60826: Design criteria of overhead transmission lines.
  12. Irvine, H.M. (1981), Cable structure, The MIT, Press, New York.
  13. Kaminski., Jr. J., Riera, J.D. and De Menezes, R.C.R. (2008), "Model uncertainty in the assessment of transmission line towers subjected to cable rupture", Eng. Struct., 30(10), 2935-2944. https://doi.org/10.1016/j.engstruct.2008.03.011
  14. Lei, Y., Jiang Y.Q. and Xu Z.Q.(2012), "Structural damage detection with limited input and output measurement signals", Mech. Syst. Signal Pr., 28, 229-243. https://doi.org/10.1016/j.ymssp.2011.07.026
  15. Li, H.N., Shi, W.L., Wang, G.X. and Jia LG (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
  16. Li, L., Song, G., Singla M. and Mo Y.L. (2015), "Vibration control of a traffic signal pole using a pounding tuned mass damper with viscoelastic materials (II): experimental verification", J. Vib. Control, 21(4), 670-675. https://doi.org/10.1177/1077546313488407
  17. Parulekar, Y.M. and Reddy, G.R. (2009), "Passive response control systems for seismic response reduction: a state-of-the-art review", Int. J. Struct. Stab. Dynam., 9(1), 151-177. https://doi.org/10.1142/S0219455409002965
  18. Soong, T.T. and Dargush, G.F. (1997), Passive energy dissipation systems in structural engineering, Wiley, Chichester, U.K.
  19. Spencer, B.F. Jr. and Nagarajaiah, S. (2003), "State of the art of structural control", J. Struct. Eng.-ASCE, 129(7), 845-856. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:7(845)
  20. Xu, Y.L. and Qu. W. L. (2003), "Active/robust moment controllers for seismic response control of a large span building on top of ship lift towers", J. Sound Vib., 261(2), 277-296. https://doi.org/10.1016/S0022-460X(02)01073-8
  21. Yi, T.H., Li, H.N and Gu, M. (2013), "Wavelet based multi-step filtering method for bridge health monitoring using GPS and accelerometer", Smart Struct. Syst., 11(4), 331-348. https://doi.org/10.12989/sss.2013.11.4.331
  22. Yi, T.H., Li, H.N and Gu, M. (2011), "Optimal sensor placement for structural health monitoring based on multiple optimization strategies", Struct. Des. Tall Spec. Build., 20 (7), 881-900. https://doi.org/10.1002/tal.712

피인용 문헌

  1. Numerical assessment of the damage-tolerance properties of polyester ropes and metallic strands vol.79, pp.1, 2018, https://doi.org/10.12989/sem.2021.79.1.083