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    Probability of Facility Damage From Extreme Wind Effects

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 010
    Author:
    Lawrence A. Twisdale
    DOI: 10.1061/(ASCE)0733-9445(1988)114:10(2190)
    Publisher: American Society of Civil Engineers
    Abstract: A probabilistic methodology has been developed to assess the risk of wind‐induced damage to structures and facilities. This methodology has been applied to a number of facilities and power plants in the United States for tornadoes, hurricanes, and straight‐wind storms. The wind effects considered include dynamic pressure, atmospheric pressure change, and wind‐borne missile impact loads. The facility structures and components are described by a reliability network, which is analyzed to provide the system failure probability considering all failure modes. Probabilistic Monte Carlo methods, coupled with variance reduction techniques, are used in the computations. The methodology requires site‐specific information on facility layout, missile sources, and wind frequencies. Three‐dimensional steady‐state windfields are modeled, and time‐history calculations of missile trajectories are used to predict the loading distributions on each structure. The model outputs include component and system damage probabilities for different levels of design protection and, for existing facilities, optimal upgrade and risk‐reduction strategies.
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      Probability of Facility Damage From Extreme Wind Effects

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    contributor authorLawrence A. Twisdale
    date accessioned2017-05-08T20:52:46Z
    date available2017-05-08T20:52:46Z
    date copyrightOctober 1988
    date issued1988
    identifier other%28asce%290733-9445%281988%29114%3A10%282190%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30219
    description abstractA probabilistic methodology has been developed to assess the risk of wind‐induced damage to structures and facilities. This methodology has been applied to a number of facilities and power plants in the United States for tornadoes, hurricanes, and straight‐wind storms. The wind effects considered include dynamic pressure, atmospheric pressure change, and wind‐borne missile impact loads. The facility structures and components are described by a reliability network, which is analyzed to provide the system failure probability considering all failure modes. Probabilistic Monte Carlo methods, coupled with variance reduction techniques, are used in the computations. The methodology requires site‐specific information on facility layout, missile sources, and wind frequencies. Three‐dimensional steady‐state windfields are modeled, and time‐history calculations of missile trajectories are used to predict the loading distributions on each structure. The model outputs include component and system damage probabilities for different levels of design protection and, for existing facilities, optimal upgrade and risk‐reduction strategies.
    publisherAmerican Society of Civil Engineers
    titleProbability of Facility Damage From Extreme Wind Effects
    typeJournal Paper
    journal volume114
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1988)114:10(2190)
    treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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