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    Vibrations of a Rectangular Plate With Concentrated Mass, Spring, and Dashpot 

    Source: Journal of Applied Mechanics:;1963:;volume( 030 ):;issue: 001:;page 31
    Author(s): Y. C. Das; D. R. Navaratna
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analytical method, developed by Young [1], is here extended to the determination of the natural frequencies of a composite system which consists of an isotropic rectangular plate with a ...
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    Discussion of “<i>Eigenvalues for Beam‐Columns on Elastic Supports</i>” by Harry H. West and Mohammad Mafi (June, 1984) 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): S. M. Sarganci; Y. C. Das
    Publisher: American Society of Civil Engineers
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    Vibrations of Beams Carrying Mass 

    Source: Journal of Applied Mechanics:;1967:;volume( 034 ):;issue: 003:;page 784
    Author(s): L. S. Srinath; Y. C. Das
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Method of Initial Functions in Two-Dimensional Elastodynamic Problems 

    Source: Journal of Applied Mechanics:;1970:;volume( 037 ):;issue: 001:;page 137
    Author(s): Y. C. Das; A. V. Setlur
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The method of initial functions is formulated for the two-dimensional elastodynamic problems both in plane stress and plane strain. Knowing the stresses and displacements on a given layer of ...
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    Modified Vlasov Model for Beams on Elastic Foundations 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 006
    Author(s): C. V. Girija Vallabhan; Y. C. Das
    Publisher: American Society of Civil Engineers
    Abstract: Realizing the inadequacy of the classical Winkler model to represent an elastic continuum, Vlasov and Leont'ev developed a two‐parameter model for a beam on an elastic foundation. The Vlasov model required an estimation ...
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    Parametric Study of Beams on Elastic Foundations 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 012
    Author(s): C. V. Girija Vallabhan; Y. C. Das
    Publisher: American Society of Civil Engineers
    Abstract: Even though the two‐parameter model developed by Vlasov for beams on elastic foundations represents the interaction between the beams and the foundation better than the Winkler model, it requires an estimation of a third ...
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    Analysis of Circular Tank Foundations 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 004
    Author(s): C. V. Girija Vallabhan; Y. C. Das
    Publisher: American Society of Civil Engineers
    Abstract: The analysis of axisymmetric circular tank foundations has been made in the past using the classical Winkler model, where the properties of the elastic foundation are modeled by one parameter,
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    Properties of PVB Interlayer Used in Laminated Glass 

    Source: Journal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 001
    Author(s): C. V. Girija Vallabhan; Y. C. Das; Manjunatha Ramasamudra
    Publisher: American Society of Civil Engineers
    Abstract: A thin elastomeric interlayer called polyvinyl butyral (PVB) is used to bond two or more thin glass plates to form a composite commonly called a laminated glass unit. Even though experiments have been performed to determine ...
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    A Mixed Method in Elasticity 

    Source: Journal of Applied Mechanics:;1977:;volume( 044 ):;issue: 001:;page 51
    Author(s): N. S. V. Kameswara Rao; Y. C. Das
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A mixed method for three-dimensional elasto-dynamic problems has been formulated which gives a complete choice in prescribing the boundary conditions in terms of either stresses, or displacements, ...
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    Refined Model for Analysis of Plates on Elastic Foundations 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 012
    Author(s): C. V. Girija Vallabhan; W. Thomas Straughan; Y. C. Das
    Publisher: American Society of Civil Engineers
    Abstract: Practicing engineers continue to use the Winkler model for the analysis of beams and plates resting on elastic foundations in spite of the disclosure of inconsistencies in the use of the Winkler model by past researchers. ...
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