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    Discussion of “<i>Symmetric Buckling of Hinged Ring under External Pressure</i>” by C. Y. Wang (November, 1985, Vol. 111, No. 11) 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 008
    Author(s): A. R. Robinson
    Publisher: American Society of Civil Engineers
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    A Generalized Method of Rotational Superposition for Problems With Elliptical Distribution of Boundary Values 

    Source: Journal of Applied Mechanics:;1996:;volume( 063 ):;issue: 004:;page 911
    Author(s): Gwolong Lai; A. R. Robinson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An extension of the usual rotational superposition is developed from geometrical considerations. This approach relates the solution of any dynamic or static elasticity problem which corresponds ...
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    Exact Solutions of Some Shear Dislocation Problems Involving a Stopping Effect 

    Source: Journal of Applied Mechanics:;1997:;volume( 064 ):;issue: 001:;page 183
    Author(s): Gwolong Lai; A. R. Robinson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An analytical approach is developed for dealing with the sudden stopping of a shear dislocation that acts over an expanding circular or elliptical region. The analysis begins with the case of ...
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    Discussion: “Computation of Rigid-Body Rotation in Three-Dimensional Space From Body-Fixed Linear Acceleration Measurements” (Mital, N. K., and King, A. I., 1979, ASME J. Appl. Mech., 46, pp. 925–930) 

    Source: Journal of Applied Mechanics:;1980:;volume( 047 ):;issue: 003:;page 686
    Author(s): L. E. Goodman; A. R. Robinson
    Publisher: The American Society of Mechanical Engineers (ASME)
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    An Exact Solution for the Superseismic Stage of Dynamic Contact Between a Punch and an Elastic Body 

    Source: Journal of Applied Mechanics:;1977:;volume( 044 ):;issue: 004:;page 583
    Author(s): J. C. Thompson; A. R. Robinson
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The superseismic stage of contact between a rigid punch and a linearly elastic medium is studied by the self-similar potential technique. It is shown that the instantaneous values of contact ...
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    Erratum: “An Exact Solution for the Superseismic Stage of Dynamic Contact Between a Punch and an Elastic Body” (Journal of Applied Mechanics, 1977, 44, pp. 583–586) 

    Source: Journal of Applied Mechanics:;1978:;volume( 045 ):;issue: 002:;page 459
    Author(s): J. C. Thompson; A. R. Robinson
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Improved Time‐History Analysis for Structural Dynamics. I: Treatment of Rapid Variation of Excitation and Material Nonlinearity 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 012
    Author(s): C.‐C. Chen; A. R. Robinson
    Publisher: American Society of Civil Engineers
    Abstract: Methods are studied that permit larger time intervals to be used in structural dynamics calculations than are possible by the usual techniques. The size of time interval is often restricted by the rapidity of variation in ...
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    Improved Time‐History Analysis for Structural Dynamics. II: Reduction of Effective Number of Degrees of Freedom 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 012
    Author(s): A. R. Robinson; C.‐C. Chen
    Publisher: American Society of Civil Engineers
    Abstract: A crude analysis of a dynamic system involves very few degrees of freedom. When a more refined model is desired, more degrees of freedom must be introduced. This will increase the number of modes present and result in modes ...
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    Efficient Solution Method of Eigenproblems for Damped Structural Systems Using Modified Newton-Raphson Technique 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 005
    Author(s): In-Won Lee; Man-Cheol Kim; A. R. Robinson
    Publisher: American Society of Civil Engineers
    Abstract: An efficient solution method is presented to solve the eigenvalue problem arising in the dynamic analysis of nonproportionally damped structural systems. The proposed method is obtained by applying the modified Newton-Raphson ...
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