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An Attack-Fault Tree Analysis of a Movable Railroad Bridge

Abstract : Mechanical and electrical components of movable bridges are engineered to move heavy concrete and steel structures in order to allow water traffic and rail and/or vehicular traffic to pass many times a day despite harsh weather conditions, storm surges and earthquakes. The bridge spans must also support varying rail and/or vehicular traffic loads.This chapter considers known and theoretical risks posed by movable bridge system attacks and faults in a single stochastic model based on attack-fault trees. Risks associated with railroad swing bridges are presented, along with the attack-fault tree model and the analysis results.
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https://hal.inria.fr/hal-03364561
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Submitted on : Monday, October 4, 2021 - 5:49:10 PM
Last modification on : Wednesday, November 3, 2021 - 7:05:58 AM
Long-term archiving on: : Wednesday, January 5, 2022 - 7:06:02 PM

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Distributed under a Creative Commons Attribution 4.0 International License

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Matthew Jablonski, Yongxin Wang, Chaitanya Yavvari, Zezhou Wang, Xiang Liu, et al.. An Attack-Fault Tree Analysis of a Movable Railroad Bridge. 13th International Conference on Critical Infrastructure Protection (ICCIP), Mar 2019, Arlington, VA, United States. pp.51-71, ⟨10.1007/978-3-030-34647-8_3⟩. ⟨hal-03364561⟩

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