An Attack-Fault Tree Analysis of a Movable Railroad Bridge - Critical Infrastructure Protection XIII Access content directly
Conference Papers Year : 2019

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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hal-03364561 , version 1 (04-10-2021)

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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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