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    Estimation of Unmeasured DOF’s Using the Local Correspondence Principle

    New search for: Caicedo, J.M.
    New search for: Catbas, F.N.
    New search for: Cunha, A.
    New search for: Racic, V.
    New search for: Reynolds, P.
    New search for: Salyards, K.
    New search for: Skafte, Anders
    New search for: Brincker, Rune

    This paper will present a new method to estimate unmeasured Degrees of Freedom (DOF’s) in a structure using only a limited amount of sensors. The method applies the Locale Correspondence Principle (LCP) to estimate a linear transformation between experimentally determined mode shapes, and mode shapes from a Finite Element (FE) Model. Mode shapes from the FE model are then altered to fit the real mode shapes of the structure, creating a set of estimated mode shapes covering all nodes.

    The method is easy to perform and has a wide variety of application within civil- and mechanical engineering.

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    Estimation of Unmeasured DOF’s Using the Local Correspondence Principle

    New search for: Caicedo, J.M.
    New search for: Catbas, F.N.
    New search for: Cunha, A.
    New search for: Racic, V.
    New search for: Reynolds, P.
    New search for: Salyards, K.
    New search for: Skafte, Anders
    New search for: Brincker, Rune

    This paper will present a new method to estimate unmeasured Degrees of Freedom (DOF’s) in a structure using only a limited amount of sensors. The method applies the Locale Correspondence Principle (LCP) to estimate a linear transformation between experimentally determined mode shapes, and mode shapes from a Finite Element (FE) Model. Mode shapes from the FE model are then altered to fit the real mode shapes of the structure, creating a set of estimated mode shapes covering all nodes.

    The method is easy to perform and has a wide variety of application within civil- and mechanical engineering.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Estimation of Unmeasured DOF’s Using the Local Correspondence Principle

    New search for: Caicedo, J.M.
    New search for: Catbas, F.N.
    New search for: Cunha, A.
    New search for: Racic, V.
    New search for: Reynolds, P.
    New search for: Salyards, K.
    New search for: Skafte, Anders
    New search for: Brincker, Rune

    This paper will present a new method to estimate unmeasured Degrees of Freedom (DOF’s) in a structure using only a limited amount of sensors. The method applies the Locale Correspondence Principle (LCP) to estimate a linear transformation between experimentally determined mode shapes, and mode shapes from a Finite Element (FE) Model. Mode shapes from the FE model are then altered to fit the real mode shapes of the structure, creating a set of estimated mode shapes covering all nodes.

    The method is easy to perform and has a wide variety of application within civil- and mechanical engineering.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

    Check access
    Check availability in my library
    Order at Subito €

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    Document information
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    Document information
    Title:

    Estimation of Unmeasured DOF’s Using the Local Correspondence Principle

    Additional title:

    Conf.Proceedings of Society

    Contributors:

    Caicedo, J.M. (editor) / Catbas, F.N. (editor) / Cunha, A. (editor) / Racic, V. (editor) / Reynolds, P. (editor) / Salyards, K. (editor) / Skafte, Anders (author) / Brincker, Rune (author)

    Published in:

    Topics on the Dynamics of Civil Structures, Volume 1 ; Chapter: 26 ; 265-271

    Conference Proceedings of the Society for Experimental Mechanics Series

    Publication date:

    2012-03-06

    Size:

    7 pages

    ISBN:

    978-1-4614-2413-0 , 978-1-4614-2412-3

    ISSN:

    2191-5652 , 2191-5644

    DOI:

    https://doi.org/10.1007/978-1-4614-2413-0_26

    Type of media:

    Article/Chapter (Book)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Finite Element Model , Linear Transformation , Mode Shape , Point Load , Modal Parameter Engineering , Solid Mechanics , Civil Engineering , Engineering Design

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