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    Discrete Frequency Models: A New Approach to Temporal Analysis

    Source: Journal of Vibration and Acoustics:;2001:;volume( 123 ):;issue: 001::page 98
    Author:
    Douglas E. Adams
    ,
    Randall J. Allemang
    DOI: 10.1115/1.1320815
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Forced vibration responses of nonlinear systems contain harmonics of the excitation frequency. These harmonics are either directly forced or are subharmonic, superharmonic, or combination resonances. Nonlinear responses of this type have been modeled historically using continuous time, discrete time, and continuous frequency models. A new approach to dynamic systems analysis is introduced here that uses difference equations in the discrete frequency domain to describe the evolution of forced, single degree of freedom, steady state vibration responses in frequency instead of time. A variety of possible applications in nonlinear experimental structural vibrations are also discussed.
    keyword(s): Design for Manufacturing , Nonlinear systems , Equations , Steady state , Force AND Frequency ,
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      Discrete Frequency Models: A New Approach to Temporal Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/126169
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    contributor authorDouglas E. Adams
    contributor authorRandall J. Allemang
    date accessioned2017-05-09T00:06:27Z
    date available2017-05-09T00:06:27Z
    date copyrightJanuary, 2001
    date issued2001
    identifier issn1048-9002
    identifier otherJVACEK-28855#98_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/126169
    description abstractForced vibration responses of nonlinear systems contain harmonics of the excitation frequency. These harmonics are either directly forced or are subharmonic, superharmonic, or combination resonances. Nonlinear responses of this type have been modeled historically using continuous time, discrete time, and continuous frequency models. A new approach to dynamic systems analysis is introduced here that uses difference equations in the discrete frequency domain to describe the evolution of forced, single degree of freedom, steady state vibration responses in frequency instead of time. A variety of possible applications in nonlinear experimental structural vibrations are also discussed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDiscrete Frequency Models: A New Approach to Temporal Analysis
    typeJournal Paper
    journal volume123
    journal issue1
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.1320815
    journal fristpage98
    journal lastpage103
    identifier eissn1528-8927
    keywordsDesign for Manufacturing
    keywordsNonlinear systems
    keywordsEquations
    keywordsSteady state
    keywordsForce AND Frequency
    treeJournal of Vibration and Acoustics:;2001:;volume( 123 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian