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    Behavior Study of Curved Composite Box Girders 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 011
    Author(s): Yasunori Arizumi; Sumio Hamada; Takeshi Oshiro
    Publisher: American Society of Civil Engineers
    Abstract: The distortional response and slip behavior of curved composite box girders were investigated. Three curved composite box girders with only end diaphragms were tested in order to provide additional information on the ...
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    Strength of Thin-Walled Box Girders Curved in Plan 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Tetsuya Yabuki; Yasunori Arizumi; Sriramulu Vinnakota
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a numerical method for predicting the influence of local buckling in component plates and distortional phenomenon on the ultimate strength of thin-walled, welded steel box girders curved in plan. A ...
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    Nonlinear Effect on Instability of Steel Columns under Dynamic Axial Loads 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author(s): Tetsuya Yabuki; Yasunori Arizumi; Fumishige Akamine; Le-Wu Lu
    Publisher: American Society of Civil Engineers
    Abstract: The usual methods of investigating dynamic instability concentrate on elastic instabilities. These standard methods are limited because the strength of the structural component is independent of how much spread there is ...
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    Instability of Axially Loaded Compression Members under Lateral Rigid Body Excitations 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): Tetsuya Yabuki; Yasunori Arizumi; Janice J. Chambers; Tetsuhiro Shimozato; Toshiyasu Yoza
    Publisher: American Society of Civil Engineers
    Abstract: The global compressive capacity of steel members subject to lateral rigid body dynamic excitation is examined numerically with a dynamic nonlinear finite-element analytical algorithm that uses the implicit Newmark-
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