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    Modal Analysis of Multi-Degrees-of-Freedom Systems with Singular Matrices: Analytical Dynamics Approach

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 006
    Author:
    Athanasios A. Pantelous
    ,
    Antonina Pirrotta
    DOI: 10.1061/(ASCE)EM.1943-7889.0001232
    Publisher: American Society of Civil Engineers
    Abstract: Complex mechanical (e.g., multibody) systems with different types of constraints are generally performed through analytical dynamics methods. In some cases, however, it is possible that the (augmented) mass and/or stiffness matrices may derive to be singular; consequently, modal analysis, which is used extensively in the classical dynamics literature, fails. In this paper, if the uniqueness condition is satisfied by the constraints, a properly modified modal analysis is elucidated into analytical dynamics leading to the evaluation of the natural frequencies in a simple and straightforward way. Under that framework, advances of both classical and analytical dynamics are taken into consideration for evaluating the structural response.
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      Modal Analysis of Multi-Degrees-of-Freedom Systems with Singular Matrices: Analytical Dynamics Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243153
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    contributor authorAthanasios A. Pantelous
    contributor authorAntonina Pirrotta
    date accessioned2017-12-30T12:54:09Z
    date available2017-12-30T12:54:09Z
    date issued2017
    identifier other%28ASCE%29EM.1943-7889.0001232.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243153
    description abstractComplex mechanical (e.g., multibody) systems with different types of constraints are generally performed through analytical dynamics methods. In some cases, however, it is possible that the (augmented) mass and/or stiffness matrices may derive to be singular; consequently, modal analysis, which is used extensively in the classical dynamics literature, fails. In this paper, if the uniqueness condition is satisfied by the constraints, a properly modified modal analysis is elucidated into analytical dynamics leading to the evaluation of the natural frequencies in a simple and straightforward way. Under that framework, advances of both classical and analytical dynamics are taken into consideration for evaluating the structural response.
    publisherAmerican Society of Civil Engineers
    titleModal Analysis of Multi-Degrees-of-Freedom Systems with Singular Matrices: Analytical Dynamics Approach
    typeJournal Paper
    journal volume143
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001232
    page06017005
    treeJournal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 006
    contenttypeFulltext
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