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    Wave Propagation in a Thin Cylindrical Shell 

    Source: Journal of Applied Mechanics:;1965:;volume( 032 ):;issue: 002:;page 346
    Author(s): William R. Spillers
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A solution is presented for a semi-infinite cylindrical (Timoshenko type) shell subjected to dynamic loading at one end using the method characteristics. Explicit results are obtained for the ...
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    Truss Design: Two Loading Conditions with Prestress 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): William R. Spillers; Robert Levy
    Publisher: American Society of Civil Engineers
    Abstract: This paper reviews the effect of prestress on a simple truss design problem with two loading conditions. Optimality criteria are formulated on the “sum” and “difference” problems. These criteria are subsequently interpreted ...
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    Closure to “<i>Optimal Design for Axisymmetric Cylindrical Shell Buckling</i>” by Robert Levy and William R. Spillers (August, 1989, Vol. 115, No. 8) 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 007
    Author(s): Robert Levy; William R. Spillers
    Publisher: American Society of Civil Engineers
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    Optimal Design for Axisymmetric Cylindrical Shell Buckling 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 008
    Author(s): Robert Levy; William R. Spillers
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the structural optimization problem of finding the optimal wall fhickness of an axisymmetric cylindrical shell so as to maximize the buckling load when the volume of material is fixed. An optimality ...
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    Exploring the Use of Three-Dimensional Dispersion to Damp Building Vibrations 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 003
    Author(s): Keith MacBain; William R. Spillers
    Publisher: American Society of Civil Engineers
    Abstract: This paper explores the use of mass/stiffness eccentricity in simple buildings to damp the response to excitation due to base motion. Examples include one- and two-story buildings when discussing low-rise structures and ...
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    Simple Case of Optimization for Transient Vibrations 

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Ko Hung Chan; Richard Johnson; William R. Spillers
    Publisher: American Society of Civil Engineers
    Abstract: This note describes the calculation of the optimal shape of a cantilever beam under two simple cases of transient loading.
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    A Helical Tape on Cylinder Subjected to Bending 

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 004
    Author(s): William R. Spillers; Edward D. Eich; Allan N. Greenwood; Russell Eaton
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the deformation imposed on an elastic tape wrapped helically around an elastic cylinder which is then subjected to pure bending. Applications to problems which occur during the manufacture and subsequent ...
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