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    Instability of Cylindrical Shells Subjected to Axisymmetric Moving Loads 

    Source: Journal of Applied Mechanics:;1966:;volume( 033 ):;issue: 002:;page 289
    Author(s): G. A. Hegemier
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Using a Donnell-type nonlinear theory and the stability in the small concept of Poincaré, the instability of an infinite-length cylindrical shell subjected to a broad class of axisymmetric loads ...
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    Stability of Cylindrical Shells Under Moving Loads by the Direct Method of Liapunov 

    Source: Journal of Applied Mechanics:;1967:;volume( 034 ):;issue: 004:;page 991
    Author(s): G. A. Hegemier
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The stability of a long, thin, elastic circular cylindrical shell subjected to axial compression and an axisymmetric load moving with constant velocity along the shell axis is studied. With the ...
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    A Mixture Model for Unidirectionally Fiber-Reinforced Composites 

    Source: Journal of Applied Mechanics:;1986:;volume( 053 ):;issue: 004:;page 765
    Author(s): H. Murakami; G. A. Hegemier
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A binary mixture theory with microstructure is constructed for unidirectionally fiber-reinforced elastic composites. Model construction is based on an asymptotic scheme with multiple scales and the ...
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    Stress-Wave Generation in a Temperature-Dependent Absorbing Solid by Impulsive Electromagnetic Radiation 

    Source: Journal of Applied Mechanics:;1970:;volume( 037 ):;issue: 002:;page 339
    Author(s): G. A. Hegemier; F. Tzung
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An elastic, partially transparent solid, occupying the half space x > 0, is subjected to uniform impulsive electromagnetic radiation at the surface x = 0. The deposition of radiant energy ...
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    Erratum: “A Mixture Model for Unidirectionally Fiber-Reinforced Composites” (Journal of Applied Mechanics, 1986, 53, pp. 765–773) 

    Source: Journal of Applied Mechanics:;1988:;volume( 055 ):;issue: 001:;page 258
    Author(s): H. Murakami; G. A. Hegemier
    Publisher: The American Society of Mechanical Engineers (ASME)
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    A Continuum Theory for Wave Propagation in Laminated Composites—Case 1: Propagation Normal to the Laminates 

    Source: Journal of Applied Mechanics:;1973:;volume( 040 ):;issue: 002:;page 503
    Author(s): G. A. Hegemier; Adnan H. Nayfeh
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A continuum theory is developed for wave propagation normal to the layers of a laminated composite with elastic, periodic, microstructure. Construction is based upon an asymptotic scheme in which ...
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    On Higher-Order Elastodynamic Plate Theories 

    Source: Journal of Applied Mechanics:;1974:;volume( 041 ):;issue: 002:;page 423
    Author(s): T. C. Bache; G. A. Hegemier
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A hierarchy of approximate elastodynamic plate theories is deduced from the three-dimensional equations of elasticity. The derivation is based upon asymptotic expansions in a parameter viewed as ...
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    A General Continuum Theory With Microstructure for Wave Propagation in Elastic Laminated Composites 

    Source: Journal of Applied Mechanics:;1974:;volume( 041 ):;issue: 001:;page 101
    Author(s): G. A. Hegemier; T. C. Bache
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A continuum theory with microstructure for wave propagation in laminated composites, proposed in previous works concerning propagation normal and parallel to the laminates, is extended herein to ...
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    Simulated Seismic‐Load Tests on Full‐Scale Five‐Story Masonry Building 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): F. Seible; G. A. Hegemier; A. Igarashi; G. R. Kingsley
    Publisher: American Society of Civil Engineers
    Abstract: The first U.S. full‐scale five‐story building test under simulated seismic loads was conducted at the University of California, San Diego. The full‐scale reinforced masonry (RM) research building consisted of coupled, ...
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