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    Practical Formula for Cable Tension Estimation by Vibration Method

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author:
    Zhi Fang
    ,
    Jian-qun Wang
    DOI: 10.1061/(ASCE)BE.1943-5592.0000200
    Publisher: American Society of Civil Engineers
    Abstract: The tension force of cables must be measured accurately during construction and maintenance stages for cable-supported bridge systems. On the basis of the transverse vibration equation of a cable and by using a curve-fitting technique to replace the numerical iterative process, a practical formula to estimate the cable tension is proposed in a simply explicit form, in which the bending stiffness of the cable is included, and the sag effect is neglected for simplicity by using the frequencies relative to antisymmetric or higher vibration modes of the cable. The capability of this formulation is verified through comparison with available experimental results and finite-element solutions, which indicate that the formula developed in this paper is sufficiently accurate and can be conveniently applied to field measurement for cable-supported bridge systems.
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      Practical Formula for Cable Tension Estimation by Vibration Method

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    contributor authorZhi Fang
    contributor authorJian-qun Wang
    date accessioned2017-05-08T21:35:04Z
    date available2017-05-08T21:35:04Z
    date copyrightJanuary 2012
    date issued2012
    identifier other%28asce%29be%2E1943-5592%2E0000202.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56736
    description abstractThe tension force of cables must be measured accurately during construction and maintenance stages for cable-supported bridge systems. On the basis of the transverse vibration equation of a cable and by using a curve-fitting technique to replace the numerical iterative process, a practical formula to estimate the cable tension is proposed in a simply explicit form, in which the bending stiffness of the cable is included, and the sag effect is neglected for simplicity by using the frequencies relative to antisymmetric or higher vibration modes of the cable. The capability of this formulation is verified through comparison with available experimental results and finite-element solutions, which indicate that the formula developed in this paper is sufficiently accurate and can be conveniently applied to field measurement for cable-supported bridge systems.
    publisherAmerican Society of Civil Engineers
    titlePractical Formula for Cable Tension Estimation by Vibration Method
    typeJournal Paper
    journal volume17
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000200
    treeJournal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    contenttypeFulltext
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