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    Number of Equivalent Cycles Concept for Liquefaction Evaluations—Revisited

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author:
    Russell A. Green
    ,
    Gregory A. Terri
    DOI: 10.1061/(ASCE)1090-0241(2005)131:4(477)
    Publisher: American Society of Civil Engineers
    Abstract: The “equivalent number of cycles” concept is integral to cyclic liquefaction evaluations, whether applied directly in laboratory evaluations or via magnitude scaling factors in field evaluations. The premise of the concept is that the random motions of an earthquake can be represented by an equivalently damaging number of uniform stress cycles
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      Number of Equivalent Cycles Concept for Liquefaction Evaluations—Revisited

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52684
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    contributor authorRussell A. Green
    contributor authorGregory A. Terri
    date accessioned2017-05-08T21:28:12Z
    date available2017-05-08T21:28:12Z
    date copyrightApril 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A4%28477%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52684
    description abstractThe “equivalent number of cycles” concept is integral to cyclic liquefaction evaluations, whether applied directly in laboratory evaluations or via magnitude scaling factors in field evaluations. The premise of the concept is that the random motions of an earthquake can be represented by an equivalently damaging number of uniform stress cycles
    publisherAmerican Society of Civil Engineers
    titleNumber of Equivalent Cycles Concept for Liquefaction Evaluations—Revisited
    typeJournal Paper
    journal volume131
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:4(477)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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