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    Dynamic Response Reduction of Cantilevered Columns by Anchored Constrained Viscoelastic Layer Treatments

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 001
    Author:
    Genda Chen
    ,
    Wenjian Wang
    ,
    Kazi R. Karim
    ,
    Xi Huang
    DOI: 10.1061/(ASCE)EM.1943-7889.0000299
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a new constrained viscoelastic (VE) layer treatment as a distributed supplemental damping mechanism for structural members. A steady-state solution of a cantilevered column utilizing this system is formulated under harmonic loading and validated with experimental shake table tests. Parametric studies indicated that the new treatment can reduce the elastic response of a
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      Dynamic Response Reduction of Cantilevered Columns by Anchored Constrained Viscoelastic Layer Treatments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60766
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    contributor authorGenda Chen
    contributor authorWenjian Wang
    contributor authorKazi R. Karim
    contributor authorXi Huang
    date accessioned2017-05-08T21:43:35Z
    date available2017-05-08T21:43:35Z
    date copyrightJanuary 2012
    date issued2012
    identifier other%28asce%29em%2E1943-7889%2E0000308.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60766
    description abstractThis paper proposes a new constrained viscoelastic (VE) layer treatment as a distributed supplemental damping mechanism for structural members. A steady-state solution of a cantilevered column utilizing this system is formulated under harmonic loading and validated with experimental shake table tests. Parametric studies indicated that the new treatment can reduce the elastic response of a
    publisherAmerican Society of Civil Engineers
    titleDynamic Response Reduction of Cantilevered Columns by Anchored Constrained Viscoelastic Layer Treatments
    typeJournal Paper
    journal volume138
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000299
    treeJournal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 001
    contenttypeFulltext
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