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    Low-Tension Cable Dynamics: Numerical and Experimental Studies

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 003
    Author:
    C. G. Koh
    ,
    Y. Zhang
    ,
    S. T. Quek
    DOI: 10.1061/(ASCE)0733-9399(1999)125:3(347)
    Publisher: American Society of Civil Engineers
    Abstract: An efficient and robust numerical method is presented for the dynamic analysis of low-tension cables. The numerical solution strategy is based on finite-difference approximations of differential equations. In a scheme used by other researchers, known as the box scheme, the trapezoidal method is employed in both space and time domains. This scheme, however, gives rise to spurious high-frequency oscillations in cable tension response, as discovered in the research work reported herein. A modified box scheme is proposed to eliminate the problem. To improve computational efficiency, an iterative procedure is used to solve the resulting nonlinear simultaneous equations. A “free-fall” problem of cable dynamics involving low tension and large displacement motion is studied numerically. An experimental program is carried out to verify the accuracy of the numerical solution with regards to cable tension response.
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      Low-Tension Cable Dynamics: Numerical and Experimental Studies

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84960
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    contributor authorC. G. Koh
    contributor authorY. Zhang
    contributor authorS. T. Quek
    date accessioned2017-05-08T22:38:53Z
    date available2017-05-08T22:38:53Z
    date copyrightMarch 1999
    date issued1999
    identifier other%28asce%290733-9399%281999%29125%3A3%28347%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84960
    description abstractAn efficient and robust numerical method is presented for the dynamic analysis of low-tension cables. The numerical solution strategy is based on finite-difference approximations of differential equations. In a scheme used by other researchers, known as the box scheme, the trapezoidal method is employed in both space and time domains. This scheme, however, gives rise to spurious high-frequency oscillations in cable tension response, as discovered in the research work reported herein. A modified box scheme is proposed to eliminate the problem. To improve computational efficiency, an iterative procedure is used to solve the resulting nonlinear simultaneous equations. A “free-fall” problem of cable dynamics involving low tension and large displacement motion is studied numerically. An experimental program is carried out to verify the accuracy of the numerical solution with regards to cable tension response.
    publisherAmerican Society of Civil Engineers
    titleLow-Tension Cable Dynamics: Numerical and Experimental Studies
    typeJournal Paper
    journal volume125
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1999)125:3(347)
    treeJournal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 003
    contenttypeFulltext
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