Skip to main content

Analysis of Wind Vibration Response of Transmission Tower

  • Conference paper
  • First Online:
Advances in Mechanical Design (ICMD 2019)

Part of the book series: Mechanisms and Machine Science ((Mechan. Machine Science,volume 77))

Included in the following conference series:

  • 2059 Accesses

Abstract

Angular tension-resistant transmission tower is taken as research object in this paper. The Davenport pulsating-wind speed spectrum was used to simulate wind speed time series and the wind power spectrum at different height nodes of transmission tower in MATLAB with the help of the linear filtering method (AR). The reliability of the fluctuating wind speed time series simulation was confirmed by comparing the wind power spectrum with Davenport power spectrum. Refined finite element model of the tower was established by APDL in ANSYS. The wind-load was calculated by the simulation of wind speed time series, and the wind-load time-history curve was generated at the same time. Finally, the dynamic characteristics and the wind-induced dynamic response of transmission tower in hurricane ware studied. The results show that the top of the tower was prone to large deformation and acceleration under strong wind excitation. In other words, there was a significant whipping effect. The research results will prove a useful reference for designing transmission tower and safeguarding the operation of transmission lines.

This project is supported by state grid henan power company (Grant No. 5217021350HQ).

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Chen, J.: Research of Wind-Induced Vibration of Tower-Line System of Power Transmission Tower. Guangxi University, Nanning (2013). (in Chinese)

    Google Scholar 

  2. Wang, G., Zhao, P.: Analysis of Anti-overturning of a telecommunication tower under strong wind. J. Zhengzhou Univ. (Eng. Sci.) 33(02), 76–80 (2012). (in Chinese)

    Google Scholar 

  3. Ministry of housing and urban-rural development of the People’s Republic of China; General administration of quality supervision, inspection and quarantine of the People’s Republic of China. GB50009—2012 Load code for the design of building structures. China Building Industry Press, Beijing (2012). (in Chinese)

    Google Scholar 

  4. Walker, E.K.: The effect of stress ratio during crack propagation and fatigue for 2024-T3 and 7075-T6 aluminum, effects of environment and complex load history on fatigue life, ASTM, 1970. STP462, 1–14 (1970)

    Google Scholar 

  5. Davenport, A.G.: Gust loading factors. J. Struct. Div. ASCE 93, 11–34 (1967)

    Google Scholar 

  6. He, W.: Studies on wind-induced dynamic response of high-rise lattice tower. Hunan University, Changsha (2009). (in Chinese)

    Google Scholar 

  7. Zhang, L.: Research on wind stochastic field and dynamic reliability for high-rise building with wind loading. Tongji University, Shanghai (2006). (in Chinese)

    Google Scholar 

  8. Li, T., Sun, Y.: Analysis of the dynamic properties of smoke desulphurization absorber tower structure. J. Zhengzhou Univ. (Eng. Sci.) 02, 64–67 (2007). (in Chinese)

    Google Scholar 

  9. Wang, Z., Ma, R., et al.: Tower Structure. Science Press, Beijing (2004). (in Chinese)

    Google Scholar 

  10. Holmes, J.D.: Along-wind response of lattice tower: derivation of expressions for gust response factors. Eng. Struct. 16(4), 287–292 (1994)

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Zhuli Liu .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Liu, Z., Liu, B., You, Z., Li, M. (2020). Analysis of Wind Vibration Response of Transmission Tower. In: Tan, J. (eds) Advances in Mechanical Design. ICMD 2019. Mechanisms and Machine Science, vol 77. Springer, Singapore. https://doi.org/10.1007/978-981-32-9941-2_38

Download citation

  • DOI: https://doi.org/10.1007/978-981-32-9941-2_38

  • Published:

  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-32-9940-5

  • Online ISBN: 978-981-32-9941-2

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics