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    Time-Domain Boundary Element Method for Underground Structures in Orthotropic Media

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 001
    Author:
    Zhang Chuhan
    ,
    Ren Yuntao
    ,
    O. A. Pekau
    ,
    Jin Feng
    DOI: 10.1061/(ASCE)0733-9399(2004)130:1(105)
    Publisher: American Society of Civil Engineers
    Abstract: Based on the fundamental solutions due to Dirac’s δ function for transversely isotropic media, a numerical scheme for wave propagation in two-dimensional orthotropic media is developed within the boundary element method in the time domain. Criteria for selection of the time and space discretizations for convergent and accurate results are established. The applicability and accuracy of the scheme are verified by a number of benchmark problems including dynamic responses of an orthotropic half plane under uniform harmonic surface loadings and a circular cavern in slightly orthotropic media under the incidence of pseudo-
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      Time-Domain Boundary Element Method for Underground Structures in Orthotropic Media

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85807
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    contributor authorZhang Chuhan
    contributor authorRen Yuntao
    contributor authorO. A. Pekau
    contributor authorJin Feng
    date accessioned2017-05-08T22:40:12Z
    date available2017-05-08T22:40:12Z
    date copyrightJanuary 2004
    date issued2004
    identifier other%28asce%290733-9399%282004%29130%3A1%28105%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85807
    description abstractBased on the fundamental solutions due to Dirac’s δ function for transversely isotropic media, a numerical scheme for wave propagation in two-dimensional orthotropic media is developed within the boundary element method in the time domain. Criteria for selection of the time and space discretizations for convergent and accurate results are established. The applicability and accuracy of the scheme are verified by a number of benchmark problems including dynamic responses of an orthotropic half plane under uniform harmonic surface loadings and a circular cavern in slightly orthotropic media under the incidence of pseudo-
    publisherAmerican Society of Civil Engineers
    titleTime-Domain Boundary Element Method for Underground Structures in Orthotropic Media
    typeJournal Paper
    journal volume130
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2004)130:1(105)
    treeJournal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 001
    contenttypeFulltext
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