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    Snap-Through of Shallow Elastic Arches Under End Moments 

    Source: Journal of Applied Mechanics:;2009:;volume( 076 ):;issue: 001:;page 14504
    Author(s): Raymond H. Plaut
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Snap-through of buckled beams or shallow arches may be utilized in some MEMS devices. Such behavior can be induced by applied moments at the ends. A simply-supported uniform shallow elastic ...
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    Requirements for Lateral Bracing of Columns with Two Spans 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 010
    Author(s): Raymond H. Plaut
    Publisher: American Society of Civil Engineers
    Abstract: Lateral bracing requirements for two‐span elastic columns are examined. The braces are represented by elastic translational springs. The columns have pinned supports at the base, an internal brace at an arbitrary point, ...
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    Slender Rigid Block Motion 

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 004
    Author(s): Raymond H. Plaut
    Publisher: American Society of Civil Engineers
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    Buckling of Shallow Arches with Supports that Stiffen when Compressed 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Raymond H. Plaut
    Publisher: American Society of Civil Engineers
    Abstract: The snap-through instability of a uniform, shallow, elastic arch is considered. The arch has a sinusoidal shape and is subjected to a uniformly distributed load. As the load is increased, the flexural resistance of the ...
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    Deflections, Vibrations, and Stability of a Pair of Leaning Arches 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 007
    Author(s): Raymond H. Plaut; Aili Hou
    Publisher: American Society of Civil Engineers
    Abstract: A structure consisting of two arches leaning against each other and attached at their crowns is considered. Such structural units are used in bridges and in frameworks for tents. Their three-dimensional elastic behavior ...
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    Buckling of Plates with Stiffening Elastically Restrained Edges 

    Source: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Raymond H. Plaut; Ardéshir Guran
    Publisher: American Society of Civil Engineers
    Abstract: Buckling of rectangular plates under uniaxial loading is considered. The plates are uniform and elastic, and the load is uniform. The unloaded edges are simply supported, whereas the loaded edges have no out‐of‐plane ...
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    Lateral Bracing Forces in Columns with Two Unequal Spans 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 010
    Author(s): Raymond H. Plaut; Jae‐Guen Yang
    Publisher: American Society of Civil Engineers
    Abstract: Elastic columns with two spans of arbitrary length ratio are investigated. The base is pinned and may include a rotational spring. An elastic support acts between the spans, and the top is pinned or supported elastically. ...
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    Elastic Response of Columns after Sudden Loss of Bracing 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 004
    Author(s): Raymond H. Plaut; Rae-Hak Yoo
    Publisher: American Society of Civil Engineers
    Abstract: A pinned column with an initial deflection and an internal brace is considered. The brace is modeled as a translational spring. Axial compressive loads are applied at the brace and at the top of the column, and the equilibrium ...
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    Behavior of Three-Span Braced Columns with Equal or Unequal Spans 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author(s): Raymond H. Plaut; Yu-Wen Yang
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of uniform, elastic, braced columns with three spans is investigated. The spans may have equal or unequal lengths. The base of the column is pinned and the top is either pinned or flexibly supported. The braces ...
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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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