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    Optimum Design of Absorber for MDOF Structures

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author:
    Muhammad N. S. Hadi
    ,
    Yoyong Arfiadi
    DOI: 10.1061/(ASCE)0733-9445(1998)124:11(1272)
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the optimum design of tuned mass damper (TMD) for seismically excited building structures. In the design process the multi degree of freedom structures are considered so that it makes improvement to the available design procedures so far, where usually only single mode model is considered. The H
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      Optimum Design of Absorber for MDOF Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32882
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    contributor authorMuhammad N. S. Hadi
    contributor authorYoyong Arfiadi
    date accessioned2017-05-08T20:56:58Z
    date available2017-05-08T20:56:58Z
    date copyrightNovember 1998
    date issued1998
    identifier other%28asce%290733-9445%281998%29124%3A11%281272%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32882
    description abstractThis paper discusses the optimum design of tuned mass damper (TMD) for seismically excited building structures. In the design process the multi degree of freedom structures are considered so that it makes improvement to the available design procedures so far, where usually only single mode model is considered. The H
    publisherAmerican Society of Civil Engineers
    titleOptimum Design of Absorber for MDOF Structures
    typeJournal Paper
    journal volume124
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1998)124:11(1272)
    treeJournal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 011
    contenttypeFulltext
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