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    Controlled Semiactive Hydraulic Vibration Absorber for Bridges

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author:
    William N. Patten
    ,
    Ronald L. Sack
    ,
    Qiwei He
    DOI: 10.1061/(ASCE)0733-9445(1996)122:2(187)
    Publisher: American Society of Civil Engineers
    Abstract: Heavy truck traffic on highway bridges is known to produce impact loads that cause large vibrations. This phenomenon can reduce the expected service life of many highway bridges. A means to mitigating those deleterious vibrations using an automatic control system that requires no pumps or line power is proposed. A semiactive hydraulic bridge vibration absorber that can be retrofitted to an existing bridge is described. The bridge/vehicle system is modeled, and a practical feedback control that uses either strain-gauge or accelerometer readings to sense the state of the system is synthesized. The results of an experimental test of the new system indicates reductions of peak amplitudes of 65–70%.
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      Controlled Semiactive Hydraulic Vibration Absorber for Bridges

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/32401
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    • Journal of Structural Engineering

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    contributor authorWilliam N. Patten
    contributor authorRonald L. Sack
    contributor authorQiwei He
    date accessioned2017-05-08T20:56:12Z
    date available2017-05-08T20:56:12Z
    date copyrightFebruary 1996
    date issued1996
    identifier other%28asce%290733-9445%281996%29122%3A2%28187%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32401
    description abstractHeavy truck traffic on highway bridges is known to produce impact loads that cause large vibrations. This phenomenon can reduce the expected service life of many highway bridges. A means to mitigating those deleterious vibrations using an automatic control system that requires no pumps or line power is proposed. A semiactive hydraulic bridge vibration absorber that can be retrofitted to an existing bridge is described. The bridge/vehicle system is modeled, and a practical feedback control that uses either strain-gauge or accelerometer readings to sense the state of the system is synthesized. The results of an experimental test of the new system indicates reductions of peak amplitudes of 65–70%.
    publisherAmerican Society of Civil Engineers
    titleControlled Semiactive Hydraulic Vibration Absorber for Bridges
    typeJournal Paper
    journal volume122
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1996)122:2(187)
    treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 002
    contenttypeFulltext
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