AN ATTACK-FAULT TREE ANALYSIS OF A MOVABLE RAILROAD BRIDGE

Matthew Jablonski; Yongxin Wang; Chaitanya Yavvari; Zezhou Wang; Xiang Liu; Keith Holt; Duminda Wijesekera

doi:10.1007/978-3-030-34647-8_3

AN ATTACK-FAULT TREE ANALYSIS OF A MOVABLE RAILROAD BRIDGE

Matthew Jablonski
, Yongxin Wang
, Chaitanya Yavvari
, Zezhou Wang
, Xiang Liu
, Keith Holt
, Duminda Wijesekera

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

1 Scopus citations

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.

Original language	English (US)
Title of host publication	Critical Infrastructure Protection XIII- 13th IFIP WG 11.10 International Conference, ICCIP 2019, Revised Selected Papers
Editors	Jason Staggs, Sujeet Shenoi
Publisher	Springer Science and Business Media Deutschland GmbH
Pages	51-71
Number of pages	21
ISBN (Print)	9783030346461
DOIs	https://doi.org/10.1007/978-3-030-34647-8_3
State	Published - 2019
Externally published	Yes
Event	13th Annual IFIP WG 11.10 International Conference on Critical Infrastructure Protection, ICCIP 2019 - Arlington, United States Duration: Mar 11 2019 → Mar 12 2019

Publication series

Name	IFIP Advances in Information and Communication Technology
Volume	570 IFIP
ISSN (Print)	1868-4238
ISSN (Electronic)	1868-422X

Conference

Conference	13th Annual IFIP WG 11.10 International Conference on Critical Infrastructure Protection, ICCIP 2019
Country/Territory	United States
City	Arlington
Period	3/11/19 → 3/12/19

All Science Journal Classification (ASJC) codes

Information Systems
Computer Networks and Communications
Information Systems and Management

Keywords

Cyber-physical systems
attack-fault tree analysis
movable bridges

Access to Document

10.1007/978-3-030-34647-8_3

Cite this

Jablonski, M., Wang, Y., Yavvari, C., Wang, Z., Liu, X., Holt, K., & Wijesekera, D. (2019). AN ATTACK-FAULT TREE ANALYSIS OF A MOVABLE RAILROAD BRIDGE. In J. Staggs, & S. Shenoi (Eds.), Critical Infrastructure Protection XIII- 13th IFIP WG 11.10 International Conference, ICCIP 2019, Revised Selected Papers (pp. 51-71). (IFIP Advances in Information and Communication Technology; Vol. 570 IFIP). Springer Science and Business Media Deutschland GmbH. https://doi.org/10.1007/978-3-030-34647-8_3

Jablonski, Matthew ; Wang, Yongxin ; Yavvari, Chaitanya et al. / AN ATTACK-FAULT TREE ANALYSIS OF A MOVABLE RAILROAD BRIDGE. Critical Infrastructure Protection XIII- 13th IFIP WG 11.10 International Conference, ICCIP 2019, Revised Selected Papers. editor / Jason Staggs ; Sujeet Shenoi. Springer Science and Business Media Deutschland GmbH, 2019. pp. 51-71 (IFIP Advances in Information and Communication Technology).

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title = "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.",

keywords = "Cyber-physical systems, attack-fault tree analysis, movable bridges",

author = "Matthew Jablonski and Yongxin Wang and Chaitanya Yavvari and Zezhou Wang and Xiang Liu and Keith Holt and Duminda Wijesekera",

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Jablonski, M, Wang, Y, Yavvari, C, Wang, Z, Liu, X, Holt, K & Wijesekera, D 2019, AN ATTACK-FAULT TREE ANALYSIS OF A MOVABLE RAILROAD BRIDGE. in J Staggs & S Shenoi (eds), Critical Infrastructure Protection XIII- 13th IFIP WG 11.10 International Conference, ICCIP 2019, Revised Selected Papers. IFIP Advances in Information and Communication Technology, vol. 570 IFIP, Springer Science and Business Media Deutschland GmbH, pp. 51-71, 13th Annual IFIP WG 11.10 International Conference on Critical Infrastructure Protection, ICCIP 2019, Arlington, United States, 3/11/19. https://doi.org/10.1007/978-3-030-34647-8_3

AN ATTACK-FAULT TREE ANALYSIS OF A MOVABLE RAILROAD BRIDGE. / Jablonski, Matthew; Wang, Yongxin; Yavvari, Chaitanya et al.
Critical Infrastructure Protection XIII- 13th IFIP WG 11.10 International Conference, ICCIP 2019, Revised Selected Papers. ed. / Jason Staggs; Sujeet Shenoi. Springer Science and Business Media Deutschland GmbH, 2019. p. 51-71 (IFIP Advances in Information and Communication Technology; Vol. 570 IFIP).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

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AU - Jablonski, Matthew

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AU - Yavvari, Chaitanya

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AU - Liu, Xiang

AU - Holt, Keith

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N2 - 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.

AB - 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.

KW - Cyber-physical systems

KW - attack-fault tree analysis

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Jablonski M, Wang Y, Yavvari C, Wang Z, Liu X, Holt K et al. AN ATTACK-FAULT TREE ANALYSIS OF A MOVABLE RAILROAD BRIDGE. In Staggs J, Shenoi S, editors, Critical Infrastructure Protection XIII- 13th IFIP WG 11.10 International Conference, ICCIP 2019, Revised Selected Papers. Springer Science and Business Media Deutschland GmbH. 2019. p. 51-71. (IFIP Advances in Information and Communication Technology). doi: 10.1007/978-3-030-34647-8_3

AN ATTACK-FAULT TREE ANALYSIS OF A MOVABLE RAILROAD BRIDGE

Abstract

Publication series

Conference

All Science Journal Classification (ASJC) codes

Keywords

Access to Document

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