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    Effective Strength of 'Square‐and‐Diagnonal' Double‐Layer Grid 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 001
    Author(s): Toshitsugu Saka; Yoshiya Taniguchi
    Publisher: American Society of Civil Engineers
    Abstract: The effective strength of “square‐and‐diagonal” double‐layer grids constructed by a bolted jointing system is derived in this paper; and is defined as the strength represented in terms of the stress resultants in a continuum ...
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    Buckling Behavior of Square‐and‐Diagonal Double‐Layer Grid 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Toshitsugu Saka; Yoshiya Taniguchi
    Publisher: American Society of Civil Engineers
    Abstract: Square‐and‐diagonal double‐layer grids mean both “square‐on‐diagonal” and “diagonal‐on‐square” grids. When the grids are pin‐jointed, they may give rise to unstable higher‐order deformations corresponding to the unstable ...
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    Tangent Stiffness Equations for Laterally Distributed Loaded Members 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 005
    Author(s): Yoshiya Taniguchi; Toshitsugu Saka; Hideto Tanaka
    Publisher: American Society of Civil Engineers
    Abstract: Tangent stiffness equations for a beam-column, which is subjected to either uniformly or sinusoidally distributed lateral loads, are presented. The equations have been derived by differentiating the slope-deflection equations ...
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