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    Nonlinear Response of Deep Immersed Tunnel to Strong Seismic Shaking

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author:
    Ioannis Anastasopoulos
    ,
    Nikos Gerolymos
    ,
    Vasileios Drosos
    ,
    Rallis Kourkoulis
    ,
    Takis Georgarakos
    ,
    George Gazetas
    DOI: 10.1061/(ASCE)1090-0241(2007)133:9(1067)
    Publisher: American Society of Civil Engineers
    Abstract: Critical for the seismic safety of immersed tunnels is the magnitude of deformations developing in the segment joints, as a result of the combined longitudinal and lateral vibrations. Analysis and design against such vibrations is the main focus of this paper, with reference to a proposed
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      Nonlinear Response of Deep Immersed Tunnel to Strong Seismic Shaking

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    https://yetl.yabesh.ir/yetl1/handle/yetl/53202
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    contributor authorIoannis Anastasopoulos
    contributor authorNikos Gerolymos
    contributor authorVasileios Drosos
    contributor authorRallis Kourkoulis
    contributor authorTakis Georgarakos
    contributor authorGeorge Gazetas
    date accessioned2017-05-08T21:28:58Z
    date available2017-05-08T21:28:58Z
    date copyrightSeptember 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A9%281067%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53202
    description abstractCritical for the seismic safety of immersed tunnels is the magnitude of deformations developing in the segment joints, as a result of the combined longitudinal and lateral vibrations. Analysis and design against such vibrations is the main focus of this paper, with reference to a proposed
    publisherAmerican Society of Civil Engineers
    titleNonlinear Response of Deep Immersed Tunnel to Strong Seismic Shaking
    typeJournal Paper
    journal volume133
    journal issue9
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:9(1067)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 009
    contenttypeFulltext
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