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    Universal Characteristic Frequency Equation for Cable Transverse Component System and Its Universal Numerical Solution

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 004
    Author:
    Dan-Hui Dan
    ,
    Bin Xu
    ,
    Zu-He Chen
    DOI: 10.1061/(ASCE)EM.1943-7889.0001020
    Publisher: American Society of Civil Engineers
    Abstract: It is meaningful to develop an accurate universal approach to solve the dynamical characteristic problem of a cable system combined with additional components used in real engineering. A segmented dynamic governing equation is presented for a taut shallow cable supported in the middle by a transverse component. Then, a universal frequency characteristic equation is proposed that considers all the influence factors, including the flexural rigidity, sagging, inclination angle, finite rigidity or damped boundary condition, and the intermediate supporting component. A general numerical solution is presented by giving an analytical derivative expression for the dynamic stiffness of the cable system. As a result, the modal parameters of an arbitrary complicated cable system can be obtained via the root of the equation. Finally, the accuracy of the proposed approach is verified using numerical cases, and its validity is also proved by applying it to case studies of several typical cable systems.
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      Universal Characteristic Frequency Equation for Cable Transverse Component System and Its Universal Numerical Solution

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/82222
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    contributor authorDan-Hui Dan
    contributor authorBin Xu
    contributor authorZu-He Chen
    date accessioned2017-05-08T22:32:15Z
    date available2017-05-08T22:32:15Z
    date copyrightApril 2016
    date issued2016
    identifier other48862554.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82222
    description abstractIt is meaningful to develop an accurate universal approach to solve the dynamical characteristic problem of a cable system combined with additional components used in real engineering. A segmented dynamic governing equation is presented for a taut shallow cable supported in the middle by a transverse component. Then, a universal frequency characteristic equation is proposed that considers all the influence factors, including the flexural rigidity, sagging, inclination angle, finite rigidity or damped boundary condition, and the intermediate supporting component. A general numerical solution is presented by giving an analytical derivative expression for the dynamic stiffness of the cable system. As a result, the modal parameters of an arbitrary complicated cable system can be obtained via the root of the equation. Finally, the accuracy of the proposed approach is verified using numerical cases, and its validity is also proved by applying it to case studies of several typical cable systems.
    publisherAmerican Society of Civil Engineers
    titleUniversal Characteristic Frequency Equation for Cable Transverse Component System and Its Universal Numerical Solution
    typeJournal Paper
    journal volume142
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001020
    treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 004
    contenttypeFulltext
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