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    Small-Scale Modeling of Reinforced Concrete Structural Elements for Use in a Geotechnical Centrifuge

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author:
    J. A. Knappett
    ,
    C. Reid
    ,
    S. Kinmond
    ,
    K. O’Reilly
    DOI: 10.1061/(ASCE)ST.1943-541X.0000371
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the modeling of reinforced concrete structural elements for use in geotechnical centrifuge modeling of soil-structure interaction problems. Centrifuges are employed in geotechnical modeling so that the nonlinear constitutive behavior of soil in small-scale models can be correctly modeled at prototype scale. Such models typically necessitate large scale factors of between
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      Small-Scale Modeling of Reinforced Concrete Structural Elements for Use in a Geotechnical Centrifuge

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68273
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    contributor authorJ. A. Knappett
    contributor authorC. Reid
    contributor authorS. Kinmond
    contributor authorK. O’Reilly
    date accessioned2017-05-08T21:59:27Z
    date available2017-05-08T21:59:27Z
    date copyrightNovember 2011
    date issued2011
    identifier other%28asce%29st%2E1943-541x%2E0000412.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68273
    description abstractThis paper discusses the modeling of reinforced concrete structural elements for use in geotechnical centrifuge modeling of soil-structure interaction problems. Centrifuges are employed in geotechnical modeling so that the nonlinear constitutive behavior of soil in small-scale models can be correctly modeled at prototype scale. Such models typically necessitate large scale factors of between
    publisherAmerican Society of Civil Engineers
    titleSmall-Scale Modeling of Reinforced Concrete Structural Elements for Use in a Geotechnical Centrifuge
    typeJournal Paper
    journal volume137
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000371
    treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 011
    contenttypeFulltext
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