Skip to main content

Hurricane Fragility Assessment of Power Transmission Towers for a New Set of Performance-Based Limit States

Part of the Springer Tracts in Civil Engineering book series (SPRTRCIENG)

Abstract

With the increasing reliance on the constant flow of electricity, risk-based management strategies are increasingly needed to ensure that with limited available resources, the grid can maintain high reliability and resilience. A growing concern in meeting this objective is the impact of climatic extremes, as the wide exposure of the power grid infrastructure has resulted in a system that is inherently vulnerable to extreme climatic hazards which are exacerbated by climate change. Analyzing the likelihood of damage induced by extreme hazards is critical for developing risk-informed strategies. Overhead structures, in particular, may experience a wide spectrum of damage types and degrees during hurricanes. Beyond the collapse state of transmission towers, which has been investigated in the past, non-collapse damage states in lattice towers require further attention as they can assist with performance-based design, grid recovery planning, and hardening decisions in preparation for extreme events. The present study establishes a set of performance-based limit states for lattice transmission towers subject to wind-induced extreme loadings. Specifically, five damage states including no damage, slight, moderate, and extensive damage, and collapse are defined. These limit states are founded on the nonlinear behavior of lattice towers and the type and severity of failures in tower elements and connections, as they relate to the repair or replacement requirements of towers. Focusing on a double circuit vertical steel lattice transmission tower as a case study, the proposed limit states are evaluated by generating a large number of random realizations of a diverse set of uncertain variables including those related to wind pressure and material properties using Latin Hypercube sampling method. The generated realizations are used in a set of nonlinear pushover analyses to investigate the performance of the tower at various loading levels. Subsequently, multi-state fragility functions are developed via logistic regression. These fragility models constitute a key step toward reliable extreme wind hazard risk assessment of the transmission grid and can assist with risk-informed decision-making in support of a resilient power grid.

This is a preview of subscription content, access via your institution.

Buying options

Chapter
EUR   29.95
Price includes VAT (Finland)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
EUR   128.39
Price includes VAT (Finland)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
EUR   175.99
Price includes VAT (Finland)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
EUR   175.99
Price includes VAT (Finland)
  • 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

Learn about institutional subscriptions
Fig. 8.1
Fig. 8.2
Fig. 8.3
Fig. 8.4
Fig. 8.5
Fig. 8.6
Fig. 8.7
Fig. 8.8
Fig. 8.9
Fig. 8.10
Fig. 8.11
Fig. 8.12
Fig. 8.13
Fig. 8.14

References

  1. ASCE No. 07 (2016) Minimum design loads for buildings and other structures. American Society Civil Engineers (ASCE). Reston, VA, USA

    Google Scholar 

  2. ASCE No. 74 (2009) Guidelines for electrical transmission line structural loading. American Society of Civil Engineers (ASCE). Reston, VA, USA

    Google Scholar 

  3. Akaike H (1998) Information theory and an extension of the maximum likelihood principle. In: Selected papers of hirotugu akaike. Springer, New York, pp 199–213

    Google Scholar 

  4. Darestani YM, Shafieezadeh A (2019) Multi-dimensional wind fragility functions for wood utility poles. Eng Struct 183:937–948

    CrossRef  Google Scholar 

  5. Darestani YM, Shafieezadeh A, Cha K (2020) Effect of modelling complexities on extreme wind hazard performance of steel lattice transmission towers. Struct Infrastruct Eng 16(6):898–915

    CrossRef  Google Scholar 

  6. Darestani YM, Wang Z, Shafieezadeh A (2019) Wind reliability of transmission line models using kriging-based methods. In: Paper presented at the13th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP13), Seoul, South Korea, 26–30 May 2019

    Google Scholar 

  7. Dehghani NL, Darestani YM, Shafieezadeh A (2020) Optimal life-cycle resilience enhancement of aging power distribution systems: a MINLP-based preventive maintenance planning. IEEE Access 8:22324–22334

    CrossRef  Google Scholar 

  8. Dehghani NL, Jeddi AB, Shafieezadeh A (2021) Intelligent hurricane resilience enhancement of power distribution systems via deep reinforcement learning. Appl Energy 285: 116355

    Google Scholar 

  9. Ellingwood BR, Tekie PB (1999) Wind load statistics for probability-based structural design. J Struct Eng 125(4):453–463

    CrossRef  Google Scholar 

  10. Fereshtehnejad E, Shafieezadeh A (2016) Multiple hazard incidents lifecycle cost assessment of structural systems considering state-dependent repair times and fragility curves. Earthquake Eng Struct Dynam 45(14):2327–2347

    CrossRef  Google Scholar 

  11. Hosmer DW, Lemeshow S, Sturdivant RX (2013) Applied logistic regression, vol 398. Wiley

    Google Scholar 

  12. Huang M, Wu L, Xu Q, Wang Y, Lou W, Bian R (2020) Bayesian approach for typhoon-induced fragility analysis of real overhead transmission lines. J Eng Mech 146(9):04020092

    CrossRef  Google Scholar 

  13. Jeddi AB, Shafieezadeh A, Hur J, Kim M, Ha J (2020) Fragility assessment of overhead transmission towers under typhoon and earthquake multi-hazard events. In: Transactions of the korean nuclear society, autumn meeting

    Google Scholar 

  14. Jiang WQ, Liu YP, Chan SL, Wang ZQ (2017) Direct analysis of an ultrahigh-voltage lattice transmission tower considering joint effects. J Struct Eng 143(5):04017009

    CrossRef  Google Scholar 

  15. Jiang WQ, Wang ZQ, McClure G, Wang GL, Geng JD (2011) Accurate modeling of joint effects in lattice transmission towers. Eng Struct 33(5):1817–1827

    CrossRef  Google Scholar 

  16. Kroetz HM, Tessari RK, Beck AT (2017) Performance of global metamodeling techniques in solution of structural reliability problems. Adv Eng Softw 114:394–404

    CrossRef  Google Scholar 

  17. McKenna F (2011) OpenSees: a framework for earthquake engineering simulation. Comput Sci Eng 13(4):58–66

    CrossRef  Google Scholar 

  18. Rezaei SN (2017) Fragility assessment and reliability analysis of transmission lines subjected to climatic hazards (Doctoral dissertation, McGill University)

    Google Scholar 

  19. Roueche D, Cleary J, Gurley K, Marshall J, Pinelli J, Prevatt D, Smith D, Alipour A, AngelesK, Davis B, Gonzalez C (2018) StEER—hurricane Michael: field assessment team 1 (FAT-1) early access reconnaissance report (EARR). DesignSafe-CI. https://doi.org/10.17603/DS2G41M

  20. StEER (2017) NSF Structural Extreme Events Reconnaissance (StEER) Network, Fulcrum Community, Accessed 1 Mar 2021

    Google Scholar 

  21. Tessari RK, Kroetz HM, Beck AT (2017) Performance-based design of steel towers subject to wind action. Eng Struct 143:549–557

    CrossRef  Google Scholar 

  22. Ungkurapinan N (2000) A study of joint slip in galvanized bolted angle connections

    Google Scholar 

  23. Uriz P, Filippou FC, Mahin SA (2008) Model for cyclic inelastic buckling of steel braces. J Struct Eng 134(4):619–628

    CrossRef  Google Scholar 

  24. Xue J, Mohammadi F, Li X, Sahraei-Ardakani M, Ou G, Pu Z (2020) Impact of transmission tower-line interaction to the bulk power system during hurricane. In: Reliability engineering & system safety, vol 203, p 107079

    Google Scholar 

Download references

Acknowledgements

This paper is based upon work supported by the Division of Civil, Mechanical and Manufacturing Innovation, National Science Foundation under Grants Nos. CMMI-1635569, CMMI-1762918, and CMMI-2000156. These supports are greatly appreciated.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Abdollah Shafieezadeh .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and Permissions

Copyright information

© 2022 The Author(s), under exclusive license to Springer Nature Switzerland AG

About this chapter

Check for updates. Verify currency and authenticity via CrossMark

Cite this chapter

Darestani, Y.M., Jeddi, A.B., Shafieezadeh, A. (2022). Hurricane Fragility Assessment of Power Transmission Towers for a New Set of Performance-Based Limit States. In: Stewart, M.G., Rosowsky, D.V. (eds) Engineering for Extremes. Springer Tracts in Civil Engineering . Springer, Cham. https://doi.org/10.1007/978-3-030-85018-0_8

Download citation

  • DOI: https://doi.org/10.1007/978-3-030-85018-0_8

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-85017-3

  • Online ISBN: 978-3-030-85018-0

  • eBook Packages: EngineeringEngineering (R0)