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    The Development of Natural Modes of Free Vibration for Linear Discrete Systems from the Synchronous Motion Assumption 

    Source: Journal of Vibration and Acoustics:;1989:;volume( 111 ):;issue: 001:;page 77
    Author(s): S. F. Felszeghy
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: By using the method of separation of variables, or more precisely, the method of searching for synchronous motions, conditions are derived under which a linear discrete viscously damped system ...
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    Torsional Vibrations of a Nonprismatic Hollow Shaft 

    Source: Journal of Vibration and Acoustics:;1989:;volume( 111 ):;issue: 004:;page 486
    Author(s): S. F. Rezeka
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Propagation of torsional waves in elastic homogeneous non-prismatic hollow shafts is investigated. Three different types of end conditions are considered: both ends fixed, both ends free, and one ...
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    Discussion: “An Investigation of an Impact Vibration Absorber” (Egle, D. M., 1967, ASME J. Eng. Ind., 89, pp. 653–657) 

    Source: Journal of Manufacturing Science and Engineering:;1967:;volume( 089 ):;issue: 004:;page 658
    Author(s): S. F. Masri
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Theory of the Dynamic Vibration Neutralizer With Motion-Limiting Stops 

    Source: Journal of Applied Mechanics:;1972:;volume( 039 ):;issue: 002:;page 563
    Author(s): S. F. Masri
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The exact solution for the steady-state motion of a dynamic vibration neutralizer with motion-limiting stops attached to a sinusoidally excited primary system is derived analytically, and its ...
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    Motion and Stability of Two-Particle, Single-Container Impact Dampers 

    Source: Journal of Applied Mechanics:;1967:;volume( 034 ):;issue: 002:;page 506
    Author(s): S. F. Masri
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Stability Boundaries of the Impact Damper 

    Source: Journal of Applied Mechanics:;1968:;volume( 035 ):;issue: 002:;page 416
    Author(s): S. F. Masri
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Discussion: “An Investigation of Methods to Improve the Wear Resistance of Gas-Bearing Ceramic Materials” (Rowe, Jr., H. H., 1968, ASME J. Lubr. Technol., 90, pp. 829–838) 

    Source: Journal of Tribology:;1968:;volume( 090 ):;issue: 004:;page 838
    Author(s): S. F. Murray
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Anisotropic Strength Evaluation of Clay Reinforced with Grout Piles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author(s): S. F. Su
    Publisher: American Society of Civil Engineers
    Abstract: Grout piles are often used to reinforce the base soil against base heave when carrying out deep excavations in soft clay. However, there is still a lack of an adequate criterion to describe the shear strength of clay ...
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    The Timoshenko Beam on an Elastic Foundation and Subject to a Moving Step Load, Part 2: Transient Response 

    Source: Journal of Vibration and Acoustics:;1996:;volume( 118 ):;issue: 003:;page 285
    Author(s): S. F. Felszeghy
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The transient response of a simply supported semi-infinite Timoshenko beam on an elastic foundation to a moving step load is determined. The response is found from summing the solutions to two ...
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    The Timoshenko Beam on an Elastic Foundation and Subject to a Moving Step Load, Part 1: Steady-State Response 

    Source: Journal of Vibration and Acoustics:;1996:;volume( 118 ):;issue: 003:;page 277
    Author(s): S. F. Felszeghy
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The response of a simply supported semi-infinite Timoshenko beam on an elastic foundation to a moving step load is determined. The response is found from summing the solutions to two mutually ...
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