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    Closure to “Effects of Pile Tip Support Condition on Pile Behavior under the Action of a Large Earthquake” by Shuji Tamura, Koyo Torii, and Naoki Iriguchi 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 07022024
    Author(s): Shuji Tamura
    Publisher: ASCE
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    Pile Stress Estimation Based on Seismic Deformation Method with Embedment Effects on Pile Caps 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Shuji; Tamura; Takenori; Hida
    Publisher: American Society of Civil Engineers
    Abstract: A pseudostatic analysis, based on the beam on nonlinear Winkler-spring method considering the seismic earth pressure and side friction acting on embedded pile caps, was developed to estimate pile bending moments and shear ...
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    Effects of Nonlinear Stress-Strain Rate Relation on Deformation and Fracture of Materials in Creep Range 

    Source: Journal of Engineering Materials and Technology:;1979:;volume( 101 ):;issue: 004:;page 369
    Author(s): Ryuichi Ohtani; Shuji Taira
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Fundamental and practical investigations on high-temperature strength of materials have made significant contributions to industrial development for the last twenty-five years. However, an additional ...
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    Determination and Correlation of Binary Gas Adsorption Equilibria of VOCs 

    Source: Journal of Environmental Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Shuji Himeno; Kohei Urano
    Publisher: American Society of Civil Engineers
    Abstract: Highly porous activated carbon is used in the removal of volatile organic compounds (VOCs) and the purification of room air. Since the activated carbon must be capable of removing VOCs at low concentrations through adsorption, ...
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    Effect of Queti-Inclination Angles on Structural Performance of Tibetan Timber Beam-Column Joints 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 003
    Author(s): Yang Na;Qin Shujie
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental investigation of the structural performance of typical Tibetan timber beam-column joints (BCJs) under vertical load in order to study the effect of queti inclination on the load effects. ...
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    Closure to “<i>Effects of Multiple Modes on Rayleigh Wave Dispersion Characteristics</i>” by Kohji Tokimatsu, Shuji Tamura, and Hisaya Kojima (October 1992, Vol. 118, No. 10) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Kohji Tokimatsu; Shuji Tamura
    Publisher: American Society of Civil Engineers
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    Quantitative Evaluation of Cavitation Erosion 

    Source: Journal of Fluids Engineering:;1998:;volume( 120 ):;issue: 001:;page 179
    Author(s): Shuji Hattori; Hiroyuki Mori; Tsunenori Okada
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In order to evaluate the quantitative cavitation-erosion resistance of materials, a pressure-detector-installed specimen was developed, which can measure both the impact load produced by cavitation ...
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    Application of J-Integral to High-Temperature Crack Propagation: Part II—Fatigue Crack Propagation 

    Source: Journal of Engineering Materials and Technology:;1979:;volume( 101 ):;issue: 002:;page 162
    Author(s): Shuji Taira; Ryuichi Ohtani; Tomio Komatsu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: On the basis of the successful results of our previous study on a J-integral approach to the creep crack propagation of steels, the applicability of the creep J-integral to the time dependent ...
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    Application of J-Integral to High-Temperature Crack Propagation: Part I—Creep Crack Propagation 

    Source: Journal of Engineering Materials and Technology:;1979:;volume( 101 ):;issue: 002:;page 154
    Author(s): Shuji Taira; Ryuichi Ohtani; Takayuki Kitamura
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Crack propagation tests in creep were carried out on 0.16 percent carbon steel at 400 and 500&#176;C in air and at 400&#176;C in vacuum, on Type 316 stainless steel at 600 and 650&#176;C ...
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    Effects of Multiple Modes on Rayleigh Wave Dispersion Characteristics 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Kohji Tokimatsu; Shuji Tamura; Hisaya Kojima
    Publisher: American Society of Civil Engineers
    Abstract: The effects of multiple modes on Rayleigh wave dispersion are discussed to reduce the ambiguity of uniqueness of shear wave velocity
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