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    A Constraint Function Technique for Improved Structural Dynamics 

    Source: Journal of Vibration and Acoustics:;1986:;volume( 108 ):;issue: 001:;page 101
    Author(s): J. M. Starkey; J. E. Bernard
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A constraint function approach is presented for finding design changes that remove natural frequencies from undesirable frequency bands for lightly damped structures. The technique requires the ...
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    Using Padé Approximants and Curve-fitting to Approximate Eigenvalues and Eigenvectors for Large Design Changes 

    Source: Journal of Mechanical Design:;1996:;volume( 118 ):;issue: 001:;page 151
    Author(s): J. M. Vance; J. E. Bernard
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Our overall goal is to develop software that facilitates the interactive participation of the designer in the optimization process. We are focusing this research on problems which use finite ...
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    The Dynamic Response of Columns Under Short Duration Axial Loads 

    Source: Journal of Applied Mechanics:;1973:;volume( 040 ):;issue: 003:;page 688
    Author(s): I. K. McIvor; J. E. Bernard
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Coupled nonlinear equations of motion in the axial and transverse directions are derived for a column under dynamic end load. Material dissipation is included by employing a Kelvin model for ...
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    Differentiation of Mass and Stiffness Matrices for High Order Sensitivity Calculations in Finite Element-Based Equilibrium Problems 

    Source: Journal of Mechanical Design:;1993:;volume( 115 ):;issue: 004:;page 829
    Author(s): J. E. Bernard; S. K. Kwon; J. A. Wilson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Extension of sensitivity methods to include higher order terms depends on the ability to compute higher order derivatives of the mass and stiffness matrices. This paper presents a method based ...
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    DSpace software copyright © 2002-2015  DuraSpace
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