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    Development of Multidirectional Structural Testing System Applicable to Pseudodynamic Test 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Makoto Obata; Yoshiaki Goto
    Publisher: American Society of Civil Engineers
    Abstract: An accurate multidirectional structural testing system is developed. This testing system is used to carry out a multidirectional pseudodynamic test with the help of a unique three-dimensional hinge and a spatial truss-type ...
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    Elastic-Plastic Seismic Behavior of Long Span Cable-Stayed Bridges 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003
    Author(s): Wei-Xin Ren; Makoto Obata
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the elastic-plastic seismic behavior of long span cable-stayed steel bridges through the plane finite-element model. Both geometric and material nonlinearities are involved in the analysis. The ...
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    Stability and Ductility of Thin-Walled Circular Steel Columns under Cyclic Bidirectional Loading 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): Yoshiaki Goto; Kunsheng Jiang; Makoto Obata
    Publisher: American Society of Civil Engineers
    Abstract: A cyclic bidirectional loading experiment is carried out to examine the ultimate seismic behavior of thin-walled circular steel columns by using an accurate three-dimensional (3D) experimental system recently developed by ...
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    FEM Analysis for Hysteretic Behavior of Thin-Walled Columns 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Yoshiaki Goto; Qingyun Wang; Makoto Obata
    Publisher: American Society of Civil Engineers
    Abstract: An accurate finite-element-method-based analysis to predict the ultimate hysteretic behavior of thin-walled steel columns subjected to seismic loading is presented in this paper. For this purpose, we develop the three-surface ...
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    Branched Cracks in Anisotropic Elastic Solids 

    Source: Journal of Applied Mechanics:;1989:;volume( 056 ):;issue: 004:;page 858
    Author(s): Makoto Obata; Siavouche Nemat-Nasser; Yoshiaki Goto
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Branched crack problems are analyzed in two-dimensional, anisotropically elastic homogeneous solids. The method of analysis is based on the complex variable approach of Savin and Lekhnitskii. The ...
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    Hysteretic Modeling of Thin-Walled Circular Steel Columns under Biaxial Bending 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 003
    Author(s): Lizhi Jiang; Yoshiaki Goto; Makoto Obata
    Publisher: American Society of Civil Engineers
    Abstract: To ensure the safety of elevated highway bridges under major earthquakes, it is important to predict the ultimate behavior of columns used as bridge piers. After the Kobe earthquake, many analytical and experimental studies ...
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    Closure to “Stability and Ductility of Thin-Walled Circular Steel Columns under Cyclic Bidirectional Loading” by Yoshiaki Goto, Kunsheng Jiang, and Makoto Obata 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Yoshiaki Goto; Kunsheng Jiang; Makoto Obata
    Publisher: American Society of Civil Engineers
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    Ultimate State of Thin-Walled Circular Steel Columns under Bidirectional Seismic Accelerations 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Yoshiaki Goto; Masayuki Muraki; Makoto Obata
    Publisher: American Society of Civil Engineers
    Abstract: The effects of coupling of two horizontal seismic acceleration components are investigated for the ultimate states of thin-walled circular steel columns used as bridge piers. Ultimate states of these columns are mainly ...
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    Ultimate Behaviors of Tie Plates Used as Bridge Restrainer 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): Makoto Obata; Satsuki Suzuki; Yoshiaki Goto; Sei Matsuura
    Publisher: American Society of Civil Engineers
    Abstract: The prevention of the falling out of bridge girders during earthquakes has been recognized a critical factor in the seismic design of bridges. Among the various treatments and devices the bridge restrainer tie plate is an ...
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    Failure Mechanism of New Bond‐Type Anchor Bolt Subject to Tension 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Yoshiaki Goto; Makoto Obata; Hirofumi Maeno; Yoichi Kobayashi
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this study is to investigate the failure mechanism of a new bond‐type anchor bolt under tensile force so that a design method may be established. A conventional headed anchor bolt embedded in a concrete ...
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