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    Seismic Hazard Assessment Model for Urban Water Supply Networks

    Source: Journal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 002
    Author:
    Do Guen Yoo
    ,
    Donghwi Jung
    ,
    Doosun Kang
    ,
    Joong Hoon Kim
    ,
    Kevin Lansey
    DOI: 10.1061/(ASCE)WR.1943-5452.0000584
    Publisher: American Society of Civil Engineers
    Abstract: A new seismic reliability evaluation model is proposed that quantifies the impact of earthquakes on hydraulic behavior of water supply networks. Probabilistic seismic events are produced in the target areas, and the depth of earthquake failure is evaluated by seismic reliability indicators. The developed model was applied to several case studies and used for an intensive examination on how a water supply system hydraulically responds to a seismic event and what system characteristics influence the system’s performance in the event of an earthquake. First, the system reliability of a real network in South Korea when subjected to earthquakes of various magnitudes and locations was quantified. Next, the reliabilities of full and simplified network models were evaluated to investigate how system layouts affect the reliability evaluation. Finally, networks with different configurations, pipe sizes, and system densities were compared with respect to the seismic reliability and various seismic damage indicators.
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      Seismic Hazard Assessment Model for Urban Water Supply Networks

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/81062
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    contributor authorDo Guen Yoo
    contributor authorDonghwi Jung
    contributor authorDoosun Kang
    contributor authorJoong Hoon Kim
    contributor authorKevin Lansey
    date accessioned2017-05-08T22:27:56Z
    date available2017-05-08T22:27:56Z
    date copyrightFebruary 2016
    date issued2016
    identifier other45837188.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81062
    description abstractA new seismic reliability evaluation model is proposed that quantifies the impact of earthquakes on hydraulic behavior of water supply networks. Probabilistic seismic events are produced in the target areas, and the depth of earthquake failure is evaluated by seismic reliability indicators. The developed model was applied to several case studies and used for an intensive examination on how a water supply system hydraulically responds to a seismic event and what system characteristics influence the system’s performance in the event of an earthquake. First, the system reliability of a real network in South Korea when subjected to earthquakes of various magnitudes and locations was quantified. Next, the reliabilities of full and simplified network models were evaluated to investigate how system layouts affect the reliability evaluation. Finally, networks with different configurations, pipe sizes, and system densities were compared with respect to the seismic reliability and various seismic damage indicators.
    publisherAmerican Society of Civil Engineers
    titleSeismic Hazard Assessment Model for Urban Water Supply Networks
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000584
    treeJournal of Water Resources Planning and Management:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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