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    Inclined Plane Studies of the Newmark Sliding Block Procedure

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author:
    Joseph Wartman
    ,
    Jonathan D. Bray
    ,
    Raymond B. Seed
    DOI: 10.1061/(ASCE)1090-0241(2003)129:8(673)
    Publisher: American Society of Civil Engineers
    Abstract: This study considers the shaking-induced displacement and dynamic response of a rigid block and deformable columns of soil on an inclined plane. This work demonstrates that because of the coupled dynamic response and sliding of earth masses, actual deformations in these systems can vary significantly from those computed in a rigid block analysis proposed by Newmark in 1965. The rigid sliding block procedure was found to be generally unconservative when the predominant frequency of the input motion is somewhat less or about equal to the natural frequency of the sliding mass
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      Inclined Plane Studies of the Newmark Sliding Block Procedure

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52371
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJoseph Wartman
    contributor authorJonathan D. Bray
    contributor authorRaymond B. Seed
    date accessioned2017-05-08T21:27:44Z
    date available2017-05-08T21:27:44Z
    date copyrightAugust 2003
    date issued2003
    identifier other%28asce%291090-0241%282003%29129%3A8%28673%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52371
    description abstractThis study considers the shaking-induced displacement and dynamic response of a rigid block and deformable columns of soil on an inclined plane. This work demonstrates that because of the coupled dynamic response and sliding of earth masses, actual deformations in these systems can vary significantly from those computed in a rigid block analysis proposed by Newmark in 1965. The rigid sliding block procedure was found to be generally unconservative when the predominant frequency of the input motion is somewhat less or about equal to the natural frequency of the sliding mass
    publisherAmerican Society of Civil Engineers
    titleInclined Plane Studies of the Newmark Sliding Block Procedure
    typeJournal Paper
    journal volume129
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2003)129:8(673)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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