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    Comparative Assessment of Civil Infrastructure Network Performance under Probabilistic and Scenario Earthquakes

    Source: Journal of Infrastructure Systems:;2010:;Volume ( 016 ):;issue: 001
    Author:
    Takao Adachi
    ,
    Bruce R. Ellingwood
    DOI: 10.1061/(ASCE)1076-0342(2010)16:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: The intensity of the seismic demand in a vulnerability assessment of an engineered system can be described in terms of either its annual probability of being exceeded or a scenario earthquake. A probabilistically stated hazard (e.g., one with a return period of
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      Comparative Assessment of Civil Infrastructure Network Performance under Probabilistic and Scenario Earthquakes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/48412
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    contributor authorTakao Adachi
    contributor authorBruce R. Ellingwood
    date accessioned2017-05-08T21:21:39Z
    date available2017-05-08T21:21:39Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%291076-0342%282010%2916%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48412
    description abstractThe intensity of the seismic demand in a vulnerability assessment of an engineered system can be described in terms of either its annual probability of being exceeded or a scenario earthquake. A probabilistically stated hazard (e.g., one with a return period of
    publisherAmerican Society of Civil Engineers
    titleComparative Assessment of Civil Infrastructure Network Performance under Probabilistic and Scenario Earthquakes
    typeJournal Paper
    journal volume16
    journal issue1
    journal titleJournal of Infrastructure Systems
    identifier doi10.1061/(ASCE)1076-0342(2010)16:1(1)
    treeJournal of Infrastructure Systems:;2010:;Volume ( 016 ):;issue: 001
    contenttypeFulltext
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