Skip to main content
Log in

Vulnerability assessment of bridges subjected to extreme cyclonic events

  • Original Paper
  • Published:
Natural Hazards Aims and scope Submit manuscript

Abstract

Over the past few years, Queensland in Australia has suffered from a number of severe tropical cyclones, the most recent one being Marcia, which took place in 2015. Damage bill of Cyclone Marcia exceeded $50 million which included the cost of repairing a number of damaged road structures. Failure of road structures such as bridges isolates communities from accessing essential services and commodities. This necessitated a methodical approach to evaluate the failure of bridges to improve their resilience and provide base knowledge for developing emergency maintenance response. Although there are several methods available to evaluate the vulnerability of bridges, fault tree analysis (FTA) was selected in this study by considering its positive attributes over the other methods. FTA was used to estimate the probabilities of failure of main components (superstructure and substructure) and elements of timber and concrete bridges. Secondary data (level 1 and level 2 bridge inspection reports from Transport Main Roads in Rockhampton) before and after the Cyclone Marcia were used in conjunction with expert advice to construct fault trees for both timber and concrete bridges. Potential failure mechanisms were observed, and the degree of susceptibility of main components of timber and concrete bridges to cyclonic events was evaluated. This research was based on selected bridges under specific cyclone in one region, which is a limitation of the study. Few other case study bridges subjected to cyclonic events can be used to strengthen the understanding of the complete dynamics of the bridge failure under these extreme events.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8

Similar content being viewed by others

References

  • Ataei N, Stearns M, Padjett JE (2010) Response sensitivity for probabilistic damage assessment of coastal bridges under surge and wave loading. Trans Res Rec J Trans Res Board 2202(3):93–101

    Article  Google Scholar 

  • Bridge Inspection Manual (2004) Department of Transport and Main Roads, Queensland, Australia

  • Chen Q, Wang L, Zhao H (2009) Hydrodynamic investigation of coastal bridge collapse during Hurricane Katrina. J Hydraul Eng 135(3):175–186

    Article  Google Scholar 

  • Chen S (2004) Dynamic performance of bridges and vehicles under strong wind. PhD thesis, Louisiana State University, USA

  • Chorzepa MG, Saeidpour A, Christian JK, Durham SA (2016) Hurricane vulnerability of coastal bridges using multiple environmental parameters. Int J Saf Secur Eng 6(1):10–18

    Article  Google Scholar 

  • Davis-McDaniel C, Chowdhury M, Pang W, Dey K (2013) Fault-tree model for risk assessment of bridge failure: case study for segmental box girder bridges. J Infrastruct Syst 19:326–334

    Article  Google Scholar 

  • Douglass S, Chen Q, Olsen J (2006) Wave forces on bridge decks, Coastal Transportation Engineering Research and Education Centre, Univ. of South Alabama, USA

  • Eberhard MO, Marsh ML, O'Donovan TO, Hjartarsson G (1993) Lateral-load tests of a reinforced concrete bridge. In: Transportation Research Record, No. 1371, pp 92–100

  • Ericson CA (2005) Hazard analysis techniques for system safety. Wiley, Hoboken

    Book  Google Scholar 

  • FHWA (2011) Framework for improving resilience of bridge design, Publication No. FHWA-IF-11–016. U.S. Department of Transportation, Federal Highway Administration

  • Flyvbjerg B (2006) Five misunderstandings about case-study research. Qual Inq 12(2):219–245

    Article  Google Scholar 

  • Irish JL, Cañizares R (2009) Storm wave flow through tidal inlets and its influence on bay flooding. J Waterway Port Coast Ocean Eng 135:52–60

    Article  Google Scholar 

  • James Cook University Cyclone Testing Station (2015) Viewed 05 May 2015, https://www.jcu.edu.au/cts/publications/content/overview-of-cyclone-marcia-wind-speeds

  • Johnson PA (1999) Fault tree analysis of bridge failure due to scour and channel instability. J Infrastruct Syst 5(1):35–41

    Article  Google Scholar 

  • Kuhlicke C (2010) Resilience: a capacity and myth: findings from an in-depth case study in disaster management research. Nat Hazards ASCE 67(1):61–76

    Article  Google Scholar 

  • Lebbe MFK, Lokuge W, Setunge S, Zhang K (2014) Failure mechanisms of bridge infrastructure in an extreme flood event. In: 1st international conference on infrastructure failures and consequences (ICFC 2014): Melbourne, Australia

  • LeBeau K, Wadia-Fascetti S (2007) Fault tree analysis of Schoharie Creek Bridge Collapse. J Perform Constr Facilit ASCE 21(4):320–326

    Article  Google Scholar 

  • Lehrman JB, Higgins C, Cox D (2012) Performance of highway bridge girder anchorages under simulated hurricane wave induced loads. J Bridge Eng 17(2):259–271

    Article  Google Scholar 

  • Lokuge W, Setunge S (2013) Evaluating disaster resilience of bridge infrastructure when exposed to extreme natural events. In: International conference on disaster resilience: Sri Lanka

  • Lokuge W, Gamage N, Setunge S (2016) Fault tree analysis method for deterioration of timber bridges using an Australian case study. Built Environ Project Asset Manage Emerald 6(3):332–344

    Article  Google Scholar 

  • Lokuge W, Wilson M, Tran H, Setunge S (2019) Predicting the probability of failure of timber bridges using fault tree analysis. Struct Infrastr Eng 15(6):783–797

    Article  Google Scholar 

  • Meng B, Jin J (2007) Uplift wave load on the superstructure of coastal bridges. In: Structures congress: new horizons and better practices, ASCE, Reston, VA

  • Padgett J, DesRoches D, Nielson B, Yashinsky M, Kwon O, Burdette N, Tavera E (2008) Bridge damage and repair costs from Hurricane katrina. J Bridge Eng 13:6–14

    Article  Google Scholar 

  • Pritchard RW (2013) 2011 to 2012 Queensland floods and cyclone events: Lessons learnt for bridge transport infrastructure. Aust J Struct Eng 14(2):167–176

    Google Scholar 

  • Robertson I, Riggs H, Yim S, Young Y (2007) Lessons from hurricane Katrina storm surge on bridges and buildings. J Waterway Port Coast Ocean Eng 133:463–483

    Article  Google Scholar 

  • Setunge S, Lokuge W, Mohseni H, Karunasena W (2014) Vulnerability of road bridge infrastructure under extreme flood events. In: AFAC and bushfire and natural hazards CRC conference, Wellington, New Zealand

  • Setunge S, Zhu W, Gravina R, Gamage N (2015) Fault-tree-based integrated approach of assessing the risk of failure of deteriorated reinforced-concrete bridges. J Perform Constr Facilit, pp 04015058-1-12, https://ascelibrary.org/doi/pdf/10.1061/(ASCE)CF.1943-5509.0000754

  • Standards Australia (2004) Australian Standards, AS5100: Bridge Design, Part 1: Scope and General Principles, Australia

  • Yadav DK, Barve A (2019) Prioritization of cyclone preparedness activities in humanitarian supply chains using fuzzy analytical network. Nat Hazards 97:683–726

    Article  Google Scholar 

  • Yin RK (2009) Case study research: design and methods, 4th edn. Sage, Thousand Oaks, CA

    Google Scholar 

  • Zhu W (2008) An investigation into reliability based methods to include risk of failure in life cycle cost analysis of reinforced concrete bridge rehabilitation, RMIT University, Melbourne

Download references

Acknowledgement

The authors are very grateful to Transport Main Roads in Rockhampton, Australia, for providing the inspection reports for bridges and expert advice during the course of this study. The support of the Commonwealth of Australia through the Cooperative Research Centre program is acknowledged.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Weena Lokuge.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Pathiranage, T., Lokuge, W. Vulnerability assessment of bridges subjected to extreme cyclonic events. Nat Hazards 102, 401–417 (2020). https://doi.org/10.1007/s11069-020-03931-y

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11069-020-03931-y

Keywords

Navigation