AN ATTACK-FAULT TREE ANALYSIS OF A MOVABLE RAILROAD BRIDGE

被引：0

作者：

Jablonski, Matthew ^{[1
]}

Wang, Yongxin ^{[2
]}

Yavvari, Chaitanya ^{[2
]}

Wang, Zezhou ^{[3
]}

Liu, Xiang ^{[4
]}

Holt, Keith ^{[5
,6
]}

Wijesekera, Duminda ^{[2
,7
]}

机构：

[1] George Mason Univ, Informat Technol, Fairfax, VA 22030 USA

[2] George Mason Univ, Comp Sci, Fairfax, VA 22030 USA

[3] Rutgers State Univ, Civil Engn, Piscataway, NJ USA

[4] Rutgers State Univ, Civil & Environm Engn, Piscataway, NJ USA

[5] HNTB Corp, Northeast Div Rail Syst, Philadelphia, PA USA

[6] Amtrak, Philadelphia, PA USA

[7] NIST, Gaithersburg, MD 20899 USA

来源：

CRITICAL INFRASTRUCTURE PROTECTION XIII | 2019年 / 570卷

关键词：

Cyber-physical systems; movable bridges; attack-fault tree analysis;

D O I：

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

中图分类号：

TP [自动化技术、计算机技术];

学科分类号：

0812 ;

摘要：

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.

引用

页码：51 / 71

页数：21

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