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    Steady-State Vibrations of a Beam on a Pasternak Foundation for Moving Loads 

    Source: Journal of Applied Mechanics:;1980:;volume( 047 ):;issue: 004:;page 879
    Author(s): H. Saito; T. Terasawa
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The response of an infinite beam supported by a Pasternak-type foundation and subjected to a moving load is investigated. It is assumed that the load is uniformly distributed over the finite ...
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    Forced Vibrations of a Mass Connected to an Elastic Half Space by a Spring 

    Source: Journal of Applied Mechanics:;1977:;volume( 044 ):;issue: 004:;page 788
    Author(s): H. Saito; H. Wada
    Publisher: The American Society of Mechanical Engineers (ASME)
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    The Parametric Response of a Horizontal Beam Carrying a Concentrated Mass Under Gravity 

    Source: Journal of Applied Mechanics:;1978:;volume( 045 ):;issue: 003:;page 643
    Author(s): K. Sato; H. Saito; K. Otomi
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This investigation treats the steady-state response of parametric vibration of a simply supported horizontal beam, carrying a concentrated mass under the influence of gravity. Nonlinear terms ...
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    High‐Temperature Properties of Fire‐Resistant Steel for Buildings 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Y. Sakumoto; T. Yamaguchi; M. Ohashi; H. Saito
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents properties of fire‐resistant (FR) steel for structural use. Because of the elements contained and its rolling process, FR steel retains strength at high temperatures compared with conventional structural ...
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    Fire Resistance of Fire‐Resistant Steel Columns 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Y. Sakumoto; T. Yamaguchi; T. Okada; M. Yoshida; S. Tasaka; H. Saito
    Publisher: American Society of Civil Engineers
    Abstract: This paper is to verify the fire resistance of columns made from fire‐resistant (FR) structural steel by means of a full‐scale loaded heat test and numerical analysis. Because of the elements contained, FR steel has higher ...
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