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    Nonlinear Response of Lateral Piles with Compatible Cap Stiffness and p-Multiplier

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 009
    Author:
    Wei Dong Guo
    DOI: 10.1061/(ASCE)EM.1943-7889.0000956
    Publisher: American Society of Civil Engineers
    Abstract: Response of lateral pile groups is modeled using the more accurate (than any other numerical modeling)
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      Nonlinear Response of Lateral Piles with Compatible Cap Stiffness and p-Multiplier

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81812
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    • Journal of Engineering Mechanics

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    contributor authorWei Dong Guo
    date accessioned2017-05-08T22:30:45Z
    date available2017-05-08T22:30:45Z
    date copyrightSeptember 2015
    date issued2015
    identifier other47666858.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81812
    description abstractResponse of lateral pile groups is modeled using the more accurate (than any other numerical modeling)
    publisherAmerican Society of Civil Engineers
    titleNonlinear Response of Lateral Piles with Compatible Cap Stiffness and p-Multiplier
    typeJournal Paper
    journal volume141
    journal issue9
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000956
    treeJournal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian