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    Proposed Bayesian Network Framework to Model Multisite Seismic Hazard with Existing Probabilistic Seismic Hazard Analysis Results

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 003::page 04024049-1
    Author:
    Emily M. Gibson
    ,
    Michelle T. Bensi
    DOI: 10.1061/AJRUA6.RUENG-1252
    Publisher: American Society of Civil Engineers
    Abstract: Seismic events concurrently affect multiple facilities within an infrastructure system or portfolio distributed across a geographic region. When calculating the multisite seismic hazard to support system-level risk assessments, various sources of hazard correlation need to be considered. A Bayesian network (BN) framework is proposed herein, which transparently characterizes the dependencies between seismic hazard input parameters while leveraging the outcomes of an existing probabilistic seismic hazard assessment (PSHA). Specifically, one of the major benefits of the framework is that it utilizes mean hazard curves and deaggregation from an existing PSHA, thereby reducing the computational resources required to estimate the multisite seismic hazard. Derivations of the mathematical formulations required to manipulate the PSHA data are provided along with the configuration of the proposed framework. An example problem is then presented to validate the BN against Monte Carlo simulations. In engineering practice, seismic risk is most often assessed for a single facility or infrastructure component. However, when an earthquake occurs, it will impact an entire region, and multiple structures will be impacted at the same time. Some of these structures are part of a larger system, such as a river with multiple dams, and system failure may create larger consequences than if a single structure failed. Available methods for assessing the seismic hazard at multiple sites often require significant computing resources. This research proposes a new framework to assess this hazard that is more transparent than existing methods and requires less effort to develop and compute. This framework would be especially useful in the central and eastern US where it can be difficult to justify the cost of expensive seismic analyses because the seismic risk is not as apparent to most stakeholders. A simpler, cheaper framework would allow people in this region to better understand the seismic risk posed to their infrastructure systems.
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      Proposed Bayesian Network Framework to Model Multisite Seismic Hazard with Existing Probabilistic Seismic Hazard Analysis Results

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4298512
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorEmily M. Gibson
    contributor authorMichelle T. Bensi
    date accessioned2024-12-24T10:13:06Z
    date available2024-12-24T10:13:06Z
    date copyright9/1/2024 12:00:00 AM
    date issued2024
    identifier otherAJRUA6.RUENG-1252.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298512
    description abstractSeismic events concurrently affect multiple facilities within an infrastructure system or portfolio distributed across a geographic region. When calculating the multisite seismic hazard to support system-level risk assessments, various sources of hazard correlation need to be considered. A Bayesian network (BN) framework is proposed herein, which transparently characterizes the dependencies between seismic hazard input parameters while leveraging the outcomes of an existing probabilistic seismic hazard assessment (PSHA). Specifically, one of the major benefits of the framework is that it utilizes mean hazard curves and deaggregation from an existing PSHA, thereby reducing the computational resources required to estimate the multisite seismic hazard. Derivations of the mathematical formulations required to manipulate the PSHA data are provided along with the configuration of the proposed framework. An example problem is then presented to validate the BN against Monte Carlo simulations. In engineering practice, seismic risk is most often assessed for a single facility or infrastructure component. However, when an earthquake occurs, it will impact an entire region, and multiple structures will be impacted at the same time. Some of these structures are part of a larger system, such as a river with multiple dams, and system failure may create larger consequences than if a single structure failed. Available methods for assessing the seismic hazard at multiple sites often require significant computing resources. This research proposes a new framework to assess this hazard that is more transparent than existing methods and requires less effort to develop and compute. This framework would be especially useful in the central and eastern US where it can be difficult to justify the cost of expensive seismic analyses because the seismic risk is not as apparent to most stakeholders. A simpler, cheaper framework would allow people in this region to better understand the seismic risk posed to their infrastructure systems.
    publisherAmerican Society of Civil Engineers
    titleProposed Bayesian Network Framework to Model Multisite Seismic Hazard with Existing Probabilistic Seismic Hazard Analysis Results
    typeJournal Article
    journal volume10
    journal issue3
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.RUENG-1252
    journal fristpage04024049-1
    journal lastpage04024049-16
    page16
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 003
    contenttypeFulltext
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