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    Hybrid FE Procedure for Soil‐Structure Interaction

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author:
    C. S. Desai
    ,
    S. Sargand
    DOI: 10.1061/(ASCE)0733-9410(1984)110:4(473)
    Publisher: American Society of Civil Engineers
    Abstract: A stress hybrid finite element procedure is developed for nonlinear, elastic and elastic‐plastic, analysis of soil‐structure interaction including simulation of construction sequences. The procedure is compared with a number of closed‐form solutions and field problems, and provides satisfactory and improved evaluation of stresses and deformations as compared to the displacement procedure.
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      Hybrid FE Procedure for Soil‐Structure Interaction

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19557
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    • Journal of Geotechnical Engineering

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    contributor authorC. S. Desai
    contributor authorS. Sargand
    date accessioned2017-05-08T20:33:36Z
    date available2017-05-08T20:33:36Z
    date copyrightApril 1984
    date issued1984
    identifier other%28asce%290733-9410%281984%29110%3A4%28473%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19557
    description abstractA stress hybrid finite element procedure is developed for nonlinear, elastic and elastic‐plastic, analysis of soil‐structure interaction including simulation of construction sequences. The procedure is compared with a number of closed‐form solutions and field problems, and provides satisfactory and improved evaluation of stresses and deformations as compared to the displacement procedure.
    publisherAmerican Society of Civil Engineers
    titleHybrid FE Procedure for Soil‐Structure Interaction
    typeJournal Paper
    journal volume110
    journal issue4
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:4(473)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 004
    contenttypeFulltext
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