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    Vibration of Frame Foundation With Bilinear Hysteresis for Rotating Machinery

    Source: Journal of Manufacturing Science and Engineering:;1974:;volume( 096 ):;issue: 003::page 1010
    Author:
    P. Karasudhi
    ,
    G. Tan
    ,
    S. L. Lee
    DOI: 10.1115/1.3438400
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The vibration of a single-story frame with bilinear hysteresis supporting a rotating machine is analyzed. The excitation force caused by the rotating unbalanced mass of the machine has a frequency dependent amplitude. The bilinear hysteresis of the resisting force of the frame to the motion is derived from the bilinear moment-curvature relationship of the frame columns. Solving the equation of motion of the system by the method of slowly varying parameters, the system exhibits unbounded resonance when the product of the machine unbalanced mass and its eccentricity exceeds a critical value. For the purpose of design and analysis of this type of structures, the displacement amplitude is plotted against arguments of the frequency for various values of two parameters involved.
    keyword(s): Machinery , Structural frames , Vibration , Force , Resonance , Motion , Displacement , Equations of motion AND Design ,
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      Vibration of Frame Foundation With Bilinear Hysteresis for Rotating Machinery

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/165035
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    contributor authorP. Karasudhi
    contributor authorG. Tan
    contributor authorS. L. Lee
    date accessioned2017-05-09T01:38:37Z
    date available2017-05-09T01:38:37Z
    date copyrightAugust, 1974
    date issued1974
    identifier issn1087-1357
    identifier otherJMSEFK-27612#1010_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/165035
    description abstractThe vibration of a single-story frame with bilinear hysteresis supporting a rotating machine is analyzed. The excitation force caused by the rotating unbalanced mass of the machine has a frequency dependent amplitude. The bilinear hysteresis of the resisting force of the frame to the motion is derived from the bilinear moment-curvature relationship of the frame columns. Solving the equation of motion of the system by the method of slowly varying parameters, the system exhibits unbounded resonance when the product of the machine unbalanced mass and its eccentricity exceeds a critical value. For the purpose of design and analysis of this type of structures, the displacement amplitude is plotted against arguments of the frequency for various values of two parameters involved.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleVibration of Frame Foundation With Bilinear Hysteresis for Rotating Machinery
    typeJournal Paper
    journal volume96
    journal issue3
    journal titleJournal of Manufacturing Science and Engineering
    identifier doi10.1115/1.3438400
    journal fristpage1010
    journal lastpage1014
    identifier eissn1528-8935
    keywordsMachinery
    keywordsStructural frames
    keywordsVibration
    keywordsForce
    keywordsResonance
    keywordsMotion
    keywordsDisplacement
    keywordsEquations of motion AND Design
    treeJournal of Manufacturing Science and Engineering:;1974:;volume( 096 ):;issue: 003
    contenttypeFulltext
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