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    Soil Spring Constants of Buried Pipelines for Seismic Design

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 001
    Author:
    Katsumi Matsubara
    ,
    Masaru Hoshiya
    DOI: 10.1061/(ASCE)0733-9399(2000)126:1(76)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents within the scope of the theory of static elasticity a derivation of soil spring constant in longitudinal direction of a buried pipeline in the seismic design. It is found that the spring constant depends on the shear modulus
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      Soil Spring Constants of Buried Pipelines for Seismic Design

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85087
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    contributor authorKatsumi Matsubara
    contributor authorMasaru Hoshiya
    date accessioned2017-05-08T22:39:05Z
    date available2017-05-08T22:39:05Z
    date copyrightJanuary 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A1%2876%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85087
    description abstractThis paper presents within the scope of the theory of static elasticity a derivation of soil spring constant in longitudinal direction of a buried pipeline in the seismic design. It is found that the spring constant depends on the shear modulus
    publisherAmerican Society of Civil Engineers
    titleSoil Spring Constants of Buried Pipelines for Seismic Design
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:1(76)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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