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    Influence of Asphalt Surfacing on Fatigue Evaluation of Rib-to-Deck Joints in Orthotropic Steel Bridge Decks 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 010
    Author(s): Ming; Li; Kunitaro; Hashimoto; Kunitomo; Sugiura
    Publisher: American Society of Civil Engineers
    Abstract: Numerous fatigue cracks were observed recently in orthotropic steel bridge decks that have been in service for a long period of time. A fatigue crack initiating from the rib-to-deck (RD) joint may especially produce asphalt ...
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    Dynamic Instability Analyses of Axially Impacted Columns 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 007
    Author(s): Kunitomo Sugiura; Eiji Mizuno; Yuhshi Fukumoto
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic response and critical state of an inelastic simply supported column under an axial impact are studied. This problem is analyzed by solving the dynamic Bernoulli‐Euler equation with an axial inertia effect within ...
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    Fatigue Behavior of the Group Stud Shear Connectors in Steel-Concrete Composite Bridges 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 008
    Author(s): Xu Chen;Sugiura Kunitomo;Su Qingtian
    Publisher: American Society of Civil Engineers
    Abstract: Clustering stud shear connectors with a narrow spacing to form the group studs is useful for concrete slab prefabrication in steel-concrete composite bridges; however, the group studs fatigue design has not been specified ...
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    Catch Characteristics of Precipitation Gauges in High-Latitude Regions with High Winds 

    Source: Journal of Hydrometeorology:;2006:;Volume( 007 ):;issue: 005:;page 984
    Author(s): Sugiura, Konosuke; Ohata, Tetsuo; Yang, Daqing
    Publisher: American Meteorological Society
    Abstract: Intercomparison of solid precipitation measurement at Barrow, Alaska, has been carried out to examine the catch characteristics of various precipitation gauges in high-latitude regions with high winds and to evaluate the ...
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    Experimental Study on the Biaxial Loading Effect on Group Stud Shear Connectors of Steel-Concrete Composite Bridges 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 010
    Author(s): Chen Xu; Kunitomo Sugiura; Hiroshi Masuya; Kunitaro Hashimoto; Saiji Fukada
    Publisher: American Society of Civil Engineers
    Abstract: Clustering stud shear connectors with minimized spacing based on specifications to form group studs are useful for concrete slab prefabrication and prestress installation efficiency in steel-concrete composite bridges. To ...
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    Experimental Study on Fatigue Resistance of Rib-to-Deck Joint in Orthotropic Steel Bridge Deck 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 002
    Author(s): Ming Li; Yasuo Suzuki; Kunitaro Hashimoto; Kunitomo Sugiura
    Publisher: American Society of Civil Engineers
    Abstract: The stress state around a rib-to-deck (RD) joint in an orthotropic steel bridge deck is extremely sensitive to wheel-load location in the transverse direction. Fatigue cracks of various types can occur around the RD joint. ...
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    Rate‐Dependent Material Model for Structural Steel 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 003
    Author(s): K. C. Chang; K. Sugiura; G. G. Lee
    Publisher: American Society of Civil Engineers
    Abstract: The effect of strain rate on the inelastic behavior of structural steel under cyclic loading condition is formulated by using the endochronic theory of plasticity. Analytical results are compared with limited experimental ...
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    Evaluation of Low‐Cycle Fatigue Strength of Structural Metals 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 010
    Author(s): K. Sugiura; K. C. Chang; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Better understanding of the multiaxial low‐cycle fatigue strength of structures and/or components is important for the design of structures under severe repeated loading. Significant discrepancies exist between experimental ...
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    Endochronic Theory for Structural Steel under Nonproportional Loading 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 012
    Author(s): K. Sugiura; G. C. Lee; K. C. Chang
    Publisher: American Society of Civil Engineers
    Abstract: The endochronic theory of plasticity is modified for application to structural steel subjected to multiaxial nonproportional strainings Validity is established by comparing available experimental data with two sets of ...
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    Hardware-in-the-Loop Testing of an Electromagnetic Transducer With a Tuned Inerter for Vibratory Energy Harvesting 

    Source: ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg:;2021:;volume( 007 ):;issue: 001:;page 010908-1
    Author(s): Asai, Takehiko; Takino, Minoru; Watanabe, Yuta; Sugiura, Keita
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper assesses the vibratory energy harvesting performance of a tuned inertial mass electromagnetic transducer (TIMET) through hardware-in-the-loop (HIL) testing under random vibration. The TIMET has been developed ...
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