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    Probabilistic Model for Regional Multiseverity Casualty Estimation due to Building Damage Following an Earthquake

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2018:;Volume ( 004 ):;issue: 003
    Author:
    Ceferino Luis;Kiremidjian Anne;Deierlein Greg
    DOI: 10.1061/AJRUA6.0000972
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces a probabilistic formulation for the estimation of the spatial distribution of multiseverity casualties due to earthquakes. The formulation assesses the number, severity, and distribution of injuries in the affected region. The model is an essential component of resilience formulations of health care systems in a community because it represents the demand on the system. Moreover, the model extends the performance-based earthquake engineering (PBEE) framework from single-building analysis to multiple-building analysis. The paper gives a full description of both the underlying statistical interdependencies among the model’s variables and the extension of the formulation of the PBEE integral to a regional context with multiple buildings. Thus, the formulation advances current methodologies that focus only on single casualty types (e.g., Prompt Assessment of Global Earthquakes for Response [PAGER]) or on the mean number of casualties (e.g., Hazus) rather than their joint probability distribution. Two numerical algorithms are presented in this paper to solve for the casualty model: one based on traditional forward Monte Carlo and another based on the central limit theorem (CLT). It is shown that the latter model is highly computationally efficient while providing accurate results.
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      Probabilistic Model for Regional Multiseverity Casualty Estimation due to Building Damage Following an Earthquake

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4248211
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorCeferino Luis;Kiremidjian Anne;Deierlein Greg
    date accessioned2019-02-26T07:36:24Z
    date available2019-02-26T07:36:24Z
    date issued2018
    identifier otherAJRUA6.0000972.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248211
    description abstractThis paper introduces a probabilistic formulation for the estimation of the spatial distribution of multiseverity casualties due to earthquakes. The formulation assesses the number, severity, and distribution of injuries in the affected region. The model is an essential component of resilience formulations of health care systems in a community because it represents the demand on the system. Moreover, the model extends the performance-based earthquake engineering (PBEE) framework from single-building analysis to multiple-building analysis. The paper gives a full description of both the underlying statistical interdependencies among the model’s variables and the extension of the formulation of the PBEE integral to a regional context with multiple buildings. Thus, the formulation advances current methodologies that focus only on single casualty types (e.g., Prompt Assessment of Global Earthquakes for Response [PAGER]) or on the mean number of casualties (e.g., Hazus) rather than their joint probability distribution. Two numerical algorithms are presented in this paper to solve for the casualty model: one based on traditional forward Monte Carlo and another based on the central limit theorem (CLT). It is shown that the latter model is highly computationally efficient while providing accurate results.
    publisherAmerican Society of Civil Engineers
    titleProbabilistic Model for Regional Multiseverity Casualty Estimation due to Building Damage Following an Earthquake
    typeJournal Paper
    journal volume4
    journal issue3
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.0000972
    page4018023
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2018:;Volume ( 004 ):;issue: 003
    contenttypeFulltext
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