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    3D Nonlinear Hydrodynamic Analysis of Vertical Cylinder during Earthquakes. I: Rigid Motion

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 005
    Author:
    Bang-Fuh Chen
    DOI: 10.1061/(ASCE)0733-9399(1997)123:5(458)
    Publisher: American Society of Civil Engineers
    Abstract: A finite-difference scheme was developed to solve nonlinear hydrodynamic pressures acting on a rigid vertical offshore cylinder during earthquakes. A complete three-dimensional (3D) analysis was conducted; not only were the three-dimensional equations of motion used, but the simultaneous action of three components of ground acceleration was also included in the analysis. The influence of the size factor [(defined as 2
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      3D Nonlinear Hydrodynamic Analysis of Vertical Cylinder during Earthquakes. I: Rigid Motion

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/84597
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    contributor authorBang-Fuh Chen
    date accessioned2017-05-08T22:38:18Z
    date available2017-05-08T22:38:18Z
    date copyrightMay 1997
    date issued1997
    identifier other%28asce%290733-9399%281997%29123%3A5%28458%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84597
    description abstractA finite-difference scheme was developed to solve nonlinear hydrodynamic pressures acting on a rigid vertical offshore cylinder during earthquakes. A complete three-dimensional (3D) analysis was conducted; not only were the three-dimensional equations of motion used, but the simultaneous action of three components of ground acceleration was also included in the analysis. The influence of the size factor [(defined as 2
    publisherAmerican Society of Civil Engineers
    title3D Nonlinear Hydrodynamic Analysis of Vertical Cylinder during Earthquakes. I: Rigid Motion
    typeJournal Paper
    journal volume123
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1997)123:5(458)
    treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 005
    contenttypeFulltext
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