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    Dynamic Characteristics of Deteriorating Engineering Structures 

    Source: Applied Mechanics Reviews:;1993:;volume( 046 ):;issue: 005:;page 220
    Author(s): Lawrence N. Virgin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The monitoring of energy production and distribution systems with a view to predicting their future performance and service life is a difficult but increasingly important exercise. Specific ...
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    On Spatial Chaos, Asymptotic Modal Analysis, and Turbulence 

    Source: Journal of Applied Mechanics:;1990:;volume( 057 ):;issue: 004:;page 1094
    Author(s): Earl H. Dowell; Lawrence N. Virgin
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Use of Frequency Data to Predict Buckling 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 010
    Author(s): Raymond H. Plaut; Lawrence N. Virgin
    Publisher: American Society of Civil Engineers
    Abstract: Vibration frequency measurements are sometimes used to nondestructively predict buckling loads. Various powers of the fundamental frequency may be plotted as a function of the load. A curve-fitting procedure may be applied ...
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    Postbuckling of Elastic Columns with Second-Mode Imperfection 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 008
    Author(s): Raymond H. Plaut; David A. Dillard; Lawrence N. Virgin
    Publisher: American Society of Civil Engineers
    Abstract: Initial imperfections of columns are often assumed to have the shape of the first buckling mode. In this technical note, the imperfection has the shape of the second mode. An elastica analysis is performed, and numerical ...
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    Static and Dynamic Behavior of Highly Deformed Risers and Pipelines 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2010:;volume( 132 ):;issue: 002:;page 21401
    Author(s): Sophia T. Santillan; Lawrence N. Virgin; Raymond H. Plaut
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper models flexible risers and pipelines as slender elastica structures. The theoretical formulation leads to a type of nonlinear boundary value problem that can be solved numerically ...
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    Interrogating the Configuration Space of Postbuckled Beams 

    Source: Journal of Engineering Mechanics:;2023:;Volume ( 149 ):;issue: 003:;page 04023009-1
    Author(s): Charles Cervi; Sophia T. Santillan; Lawrence N. Virgin
    Publisher: American Society of Civil Engineers
    Abstract: This paper considers the global configuration space of postbuckled structures. Initially, a slender buckled beam is considered. The boundary conditions are pinned at one end and fully fixed at the other. The pin-end of the ...
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