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    Combined Damping Effect of Two Dampers on a Stay Cable

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 003
    Author:
    Nam Hoang
    ,
    Yozo Fujino
    DOI: 10.1061/(ASCE)1084-0702(2008)13:3(299)
    Publisher: American Society of Civil Engineers
    Abstract: The combined effect of two dampers, either on the same end or opposite ends of a stay cable, is analytically studied in this paper. By considering small distances of the dampers from the anchorages, an asymptotic formula for the modal damping ratio of the cable is derived from which the total damping effect is presented in an explicit form. It is shown that when two dampers are installed at opposite ends of the cable, the total damping effect is asymptotically the sum of the contributions from single dampers. On the contrast, if two dampers are at the same end, there is no advantage of increasing the maximum modal damping in the cable over the use of a single damper.
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      Combined Damping Effect of Two Dampers on a Stay Cable

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51125
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    contributor authorNam Hoang
    contributor authorYozo Fujino
    date accessioned2017-05-08T21:25:45Z
    date available2017-05-08T21:25:45Z
    date copyrightMay 2008
    date issued2008
    identifier other%28asce%291084-0702%282008%2913%3A3%28299%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51125
    description abstractThe combined effect of two dampers, either on the same end or opposite ends of a stay cable, is analytically studied in this paper. By considering small distances of the dampers from the anchorages, an asymptotic formula for the modal damping ratio of the cable is derived from which the total damping effect is presented in an explicit form. It is shown that when two dampers are installed at opposite ends of the cable, the total damping effect is asymptotically the sum of the contributions from single dampers. On the contrast, if two dampers are at the same end, there is no advantage of increasing the maximum modal damping in the cable over the use of a single damper.
    publisherAmerican Society of Civil Engineers
    titleCombined Damping Effect of Two Dampers on a Stay Cable
    typeJournal Paper
    journal volume13
    journal issue3
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2008)13:3(299)
    treeJournal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 003
    contenttypeFulltext
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