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    Different Features of a Stability Problem of Underconstrained Structures 

    Source: Journal of Applied Mechanics:;1997:;volume( 064 ):;issue: 004:;page 923
    Author(s): K. Y. Volokh; O. Vilnay
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Stability problem of bearing pin-jointed assemblies, in which the number of equilibrium equations is greater than the equilibrium matrix rank (underconstrained structures), is investigated. Local ...
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    Dynamics of Cable Structures 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 002
    Author(s): K. Yu. Volokh; O. Vilnay; I. Averbuh
    Publisher: American Society of Civil Engineers
    Abstract: Initial infinitesimal modes of rigid body motions are used to form a reduced basis for nonlinear dynamic analysis of cable structures. This approach superimposed on the geometrically nonlinear truss formulation extracts ...
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    Bending of Nonsymmetric Sandwich Beams with Transversely Flexible Core 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 009
    Author(s): Y. Frostig; M. Baruch; O. Vilnay; I. Sheinman
    Publisher: American Society of Civil Engineers
    Abstract: The bending behavior of an unsymmetrical sandwich beam with a flexible, foam‐type core is investigated analytically. The beam consists of different skins, upper and lower, metallic or composite‐laminated, and a soft core. ...
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    High‐Order Theory for Sandwich‐Beam Behavior with Transversely Flexible Core 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Y. Frostig; M. Baruch; O. Vilnay; I. Sheinman
    Publisher: American Society of Civil Engineers
    Abstract: A general, high‐order theory based on variational principles is presented for the bending behavior of a sandwich beam with a core that is vertically flexible. The theory embodies a rigorous and systematic approach to the ...
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