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    Proper Orthogonal Modes of a Beam Sensed with Strain Gages

    Source: Journal of Vibration and Acoustics:;2003:;volume( 125 ):;issue: 001::page 129
    Author:
    M. S. Riaz
    ,
    B. F. Feeny
    DOI: 10.1115/1.1521950
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Proper orthogonal decomposition (POD) is a useful experimental tool in dynamical systems, for example in dimensionality studies 12 and reduced order modeling 3456. Application of POD in structural vibrations often involves sensed displacements, x1,x2,[[ellipsis]],xM, at M locations on the structure. These displacements are sampled N times at a fixed sampling rate to form displacement arrays xj=[xj(t1),[[ellipsis]],xj(tN)]T,j=1,[[ellipsis]],M. The means are often subtracted. An N×M ensemble matrix X=[x1,[[ellipsis]],xM] is then built. The M×M correlation matrix is R=XTX/N. Since R is real and symmetric, its eigenvectors form an orthonormal basis. The eigenvectors are the proper orthogonal modes (POMs) and the eigenvalues are the proper orthogonal values (POVs).
    keyword(s): Displacement , Functions AND Strain gages ,
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      Proper Orthogonal Modes of a Beam Sensed with Strain Gages

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    http://yetl.yabesh.ir/yetl1/handle/yetl/129366
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    contributor authorM. S. Riaz
    contributor authorB. F. Feeny
    date accessioned2017-05-09T00:11:53Z
    date available2017-05-09T00:11:53Z
    date copyrightJanuary, 2003
    date issued2003
    identifier issn1048-9002
    identifier otherJVACEK-28864#129_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/129366
    description abstractProper orthogonal decomposition (POD) is a useful experimental tool in dynamical systems, for example in dimensionality studies 12 and reduced order modeling 3456. Application of POD in structural vibrations often involves sensed displacements, x1,x2,[[ellipsis]],xM, at M locations on the structure. These displacements are sampled N times at a fixed sampling rate to form displacement arrays xj=[xj(t1),[[ellipsis]],xj(tN)]T,j=1,[[ellipsis]],M. The means are often subtracted. An N×M ensemble matrix X=[x1,[[ellipsis]],xM] is then built. The M×M correlation matrix is R=XTX/N. Since R is real and symmetric, its eigenvectors form an orthonormal basis. The eigenvectors are the proper orthogonal modes (POMs) and the eigenvalues are the proper orthogonal values (POVs).
    publisherThe American Society of Mechanical Engineers (ASME)
    titleProper Orthogonal Modes of a Beam Sensed with Strain Gages
    typeJournal Paper
    journal volume125
    journal issue1
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.1521950
    journal fristpage129
    journal lastpage131
    identifier eissn1528-8927
    keywordsDisplacement
    keywordsFunctions AND Strain gages
    treeJournal of Vibration and Acoustics:;2003:;volume( 125 ):;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
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