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    Framework for Post-Earthquake Risk Assessment and Decision Making for Infrastructure Systems

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2015:;Volume ( 001 ):;issue: 001
    Author:
    Michelle Bensi
    ,
    Armen Der Kiureghian
    ,
    Daniel Straub
    DOI: 10.1061/AJRUA6.0000810
    Publisher: American Society of Civil Engineers
    Abstract: The Bayesian network (BN) and influence diagram (ID) are used to develop a framework for post-earthquake risk assessment and decision making for infrastructure systems. The BN is used to model the earthquake hazard and component and system performance, and to update these models probabilistically in light of information gained from ground motion or structural health-monitoring sensors, or from observation of system or component states. The BN is extended by addition of decision and utility nodes to construct an ID, which is used for post-earthquake decision making regarding the type of inspection to perform or for setting the operational levels of components. A value-of-information heuristic is proposed to determine the optimal temporal sequence of component inspections. The methodology is demonstrated by its application to a hypothetical model of a segment of the proposed California high-speed rail system. Although the focus in this paper is on the earthquake hazard, the methodology can be used for infrastructure risk assessment and decision making for many other kinds of hazards. The main contribution of the paper lies in the integration of BN and ID models for the hazard and the infrastructure system and its components in a logical framework that allows rapid decision making to mitigate infrastructure losses after a major hazard.
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      Framework for Post-Earthquake Risk Assessment and Decision Making for Infrastructure Systems

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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorMichelle Bensi
    contributor authorArmen Der Kiureghian
    contributor authorDaniel Straub
    date accessioned2017-05-08T22:18:48Z
    date available2017-05-08T22:18:48Z
    date copyrightMarch 2015
    date issued2015
    identifier other40325168.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77219
    description abstractThe Bayesian network (BN) and influence diagram (ID) are used to develop a framework for post-earthquake risk assessment and decision making for infrastructure systems. The BN is used to model the earthquake hazard and component and system performance, and to update these models probabilistically in light of information gained from ground motion or structural health-monitoring sensors, or from observation of system or component states. The BN is extended by addition of decision and utility nodes to construct an ID, which is used for post-earthquake decision making regarding the type of inspection to perform or for setting the operational levels of components. A value-of-information heuristic is proposed to determine the optimal temporal sequence of component inspections. The methodology is demonstrated by its application to a hypothetical model of a segment of the proposed California high-speed rail system. Although the focus in this paper is on the earthquake hazard, the methodology can be used for infrastructure risk assessment and decision making for many other kinds of hazards. The main contribution of the paper lies in the integration of BN and ID models for the hazard and the infrastructure system and its components in a logical framework that allows rapid decision making to mitigate infrastructure losses after a major hazard.
    publisherAmerican Society of Civil Engineers
    titleFramework for Post-Earthquake Risk Assessment and Decision Making for Infrastructure Systems
    typeJournal Paper
    journal volume1
    journal issue1
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.0000810
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2015:;Volume ( 001 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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