We investigate reliability and component importance in spatially distributed infrastructure networks subject to hazards characterized by large-scale spatial dependencies. In particular, we consider a selected IEEE benchmark power transmission system. A generic hazard model is formulated through a random field with continuously scalable spatial autocorrelation to study extrinsic common-cause-failure events such as storms or earthquakes. Network performance is described by a topological model, which accounts for cascading failures due to load redistribution after initial triggering events. Network reliability is then quantified in terms of the decrease in network efficiency and number of lost lines. Selected importance measures are calculated to rank single components according to their influence on the overall system reliability. This enables the identification of network components that have the strongest effect on system reliability. We thereby propose to distinguish component importance related to initial (triggering) failures and component importance related to cascading failures. Numerical investigations are performed for varying correlation lengths of the random field to represent different hazard characteristics. Results indicate that the spatial correlation has a discernible influence on the system reliability and component importance measures, while the component rankings are only mildly affected by the spatial correlation. We also find that the proposed component importance measures provide an efficient basis for planning network improvements.
Skip Nav Destination
Article navigation
June 2017
Research-Article
Reliability and Component Importance in Networks Subject to Spatially Distributed Hazards Followed by Cascading Failures
Anke Scherb,
Anke Scherb
Engineering Risk Analysis Group,
Technische Universität München,
Theresienstr. 90,
Munich 80333, Germany
e-mail: anke.scherb@tum.de
Technische Universität München,
Theresienstr. 90,
Munich 80333, Germany
e-mail: anke.scherb@tum.de
Search for other works by this author on:
Daniel Straub
Daniel Straub
Engineering Risk Analysis Group,
Technische Universität München,
Theresienstr. 90,
Munich 80333, Germany
e-mail: straub@tum.de
Technische Universität München,
Theresienstr. 90,
Munich 80333, Germany
e-mail: straub@tum.de
Search for other works by this author on:
Anke Scherb
Engineering Risk Analysis Group,
Technische Universität München,
Theresienstr. 90,
Munich 80333, Germany
e-mail: anke.scherb@tum.de
Technische Universität München,
Theresienstr. 90,
Munich 80333, Germany
e-mail: anke.scherb@tum.de
Luca Garrè
Daniel Straub
Engineering Risk Analysis Group,
Technische Universität München,
Theresienstr. 90,
Munich 80333, Germany
e-mail: straub@tum.de
Technische Universität München,
Theresienstr. 90,
Munich 80333, Germany
e-mail: straub@tum.de
1Corresponding author.
Manuscript received December 5, 2016; final manuscript received February 28, 2017; published online March 24, 2017. Assoc. Editor: Konstantin Zuev.
ASME J. Risk Uncertainty Part B. Jun 2017, 3(2): 021007 (9 pages)
Published Online: March 24, 2017
Article history
Received:
December 5, 2016
Revised:
February 28, 2017
Citation
Scherb, A., Garrè, L., and Straub, D. (March 24, 2017). "Reliability and Component Importance in Networks Subject to Spatially Distributed Hazards Followed by Cascading Failures." ASME. ASME J. Risk Uncertainty Part B. June 2017; 3(2): 021007. https://doi.org/10.1115/1.4036091
Download citation file:
Get Email Alerts
Cited By
Robust Design Optimization of Expensive Stochastic Simulators Under Lack-of-Knowledge
ASME J. Risk Uncertainty Part B (June 2023)
Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
ASME J. Risk Uncertainty Part B (September 2023)
Probabilistic Validation: Theoretical Foundation and Methodological Platform
ASME J. Risk Uncertainty Part B (June 2023)
A Reduced-Order Wiener Path Integral Formalism for Determining the Stochastic Response of Nonlinear Systems With Fractional Derivative Elements
ASME J. Risk Uncertainty Part B (September 2023)
Related Articles
Dynamic Reliability Evaluation of Nonrepairable Multistate Weighted k -Out-of- n System With Dependent Components Based on Copula
ASME J. Risk Uncertainty Part B (December,2018)
Development of Probabilistic Risk Assessment Methodology Against Volcanic Eruption for Sodium-Cooled Fast Reactors
ASME J. Risk Uncertainty Part B (September,2018)
Seismic Reliability Assessment of a Concrete Water Tank Based on the Bayesian Updating of the Finite Element Model
ASME J. Risk Uncertainty Part B (June,2017)
Two-Zone Proportional Hazard Model for Equipment Remaining Useful Life Prediction
J. Manuf. Sci. Eng (August,2010)
Articles from Part A: Civil Engineering
Multilevel Decomposition Framework for Reliability Assessment of Assembled Stochastic Linear Structural Systems
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering (March,2021)
Reliability Analysis by Combining Higher-Order Unscented Transformation and Fourth-Moment Method
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering (March,2018)
Reliability of Intergreen Interval Based on Combined Dilemma and Option Zones
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering (June,2022)
Framework for Post-Earthquake Risk Assessment and Decision Making for Infrastructure Systems
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering (March,2015)
Related Chapters
A PSA Update to Reflect Procedural Changes (PSAM-0217)
Proceedings of the Eighth International Conference on Probabilistic Safety Assessment & Management (PSAM)
STRUCTURAL RELIABILITY ASSESSMENT OF PIPELINE GIRTH WELDS USING GAUSSIAN PROCESS REGRESSION
Pipeline Integrity Management Under Geohazard Conditions (PIMG)
Geohazard Management
Pipeline Geo-Environmental Design and Geohazard Management