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    Fully Probabilistic Framework for Evaluating Excavation-Induced Damage Potential of Adjacent Buildings

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author:
    C. Hsein Juang
    ,
    Matt Schuster
    ,
    Chang-Yu Ou
    ,
    Kok Kwang Phoon
    DOI: 10.1061/(ASCE)GT.1943-5606.0000413
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a framework for a fully probabilistic analysis of the potential for damage to buildings adjacent to an excavation. Herein, the damage potential index (DPI), which is a function of angular distortion and lateral strain, is used to assess building damage potential. A serviceability limit state is established in which the
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      Fully Probabilistic Framework for Evaluating Excavation-Induced Damage Potential of Adjacent Buildings

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/62194
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    contributor authorC. Hsein Juang
    contributor authorMatt Schuster
    contributor authorChang-Yu Ou
    contributor authorKok Kwang Phoon
    date accessioned2017-05-08T21:47:01Z
    date available2017-05-08T21:47:01Z
    date copyrightFebruary 2011
    date issued2011
    identifier other%28asce%29gt%2E1943-5606%2E0000430.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62194
    description abstractThis paper presents a framework for a fully probabilistic analysis of the potential for damage to buildings adjacent to an excavation. Herein, the damage potential index (DPI), which is a function of angular distortion and lateral strain, is used to assess building damage potential. A serviceability limit state is established in which the
    publisherAmerican Society of Civil Engineers
    titleFully Probabilistic Framework for Evaluating Excavation-Induced Damage Potential of Adjacent Buildings
    typeJournal Paper
    journal volume137
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000413
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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