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    Displacement-Energy Bound for Elastic Structures 

    Source: Journal of Applied Mechanics:;1972:;volume( 039 ):;issue: 003:;page 816
    Author(s): S. M. Holzer
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Response Bounds for Columns With Transient Loads 

    Source: Journal of Applied Mechanics:;1971:;volume( 038 ):;issue: 001:;page 157
    Author(s): S. M. Holzer
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Explicit bounds are established on the transverse motion of elastic columns with various end conditions loaded with a transient, variable, compressive force. The study is based on Movchan’s ...
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    Critical Speeds of Rotating Shaft Subjected to Axial Loading and Tangential Torsion 

    Source: Journal of Manufacturing Science and Engineering:;1967:;volume( 089 ):;issue: 002:;page 259
    Author(s): N. Willems; S. M. Holzer
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this study the classical theory of the bending and twisting of thin rods is utilized and applied to the case of a rotating shaft subjected to axial loading and tangential torsion. The ...
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    Transverse Isotropy Modeling of 3‐D Glulam Timber Beams 

    Source: Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 002
    Author(s): J. F. Davalos; J. R. Loferski; S. M. Holzer; V. Yadama
    Publisher: American Society of Civil Engineers
    Abstract: The mathematical modeling of glued‐laminated (glulam) timber beams is greatly simplified by considering the material to be isotropic in the plane of the cross section. In this paper, the hypothesis of transverse isotropy ...
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