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    Timoshenko Beams on Linear Viscoelastic Foundations 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 006
    Author(s): Harutoshi Kobayashi; Keiichiro Sonoda
    Publisher: American Society of Civil Engineers
    Abstract: A method of solution for quasistatic bending problems of Timoshenko beams on linear viscoelastic foundations obeying Winkler's hypothesis is developed by using the eigenfunctions derived from free vibration problems of ...
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    Buckling of Rectangular Plates with Tapered Thickness 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 005
    Author(s): Harutoshi Kobayashi; Keiichiro Sonoda
    Publisher: American Society of Civil Engineers
    Abstract: A power series method with the use of a coordinate transformation has been developed to solve analytically the buckling problem of uniaxially compressed rectangular plates with linearly tapered thickness. The compressed ...
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    Numerical Simulation of the Daikai Station Subway Structure Collapse due to Sudden Uplift during Earthquake 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 003:;page 04020152-1
    Author(s): Norimitsu Kishi; Keiichiro Sonoda; Masato Komuro; Tomoki Kawarai
    Publisher: ASCE
    Abstract: The Daikai Station subway structure in Japan completely collapsed during the Hyogoken-Nanbu earthquake that occurred on January 17, 1995. Based on the numerical results obtained by two-dimensional finite-element analysis, ...
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