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    Numerical Analysis of the Flexural Response of CFRP-Strengthened RC Beams Subjected to Low-Velocity Impact 

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 001:;page 04025057-1
    Author(s): Kawarai, Tomoki; Komuro, Masato; Kishi, Norimitsu
    Publisher: American Society of Civil Engineers
    Abstract: Abstract A fiber-reinforced polymer (FRP) sheet bonding method for the flexural strengthening of existing RC members under impact loading has not yet been established because the strengthening effects of the sheet and the ...
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    Numerical Simulation of the Daikai Station Subway Structure Collapse due to Sudden Uplift during Earthquake 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 003:;page 04020152-1
    Author(s): Norimitsu Kishi; Keiichiro Sonoda; Masato Komuro; Tomoki Kawarai
    Publisher: ASCE
    Abstract: The Daikai Station subway structure in Japan completely collapsed during the Hyogoken-Nanbu earthquake that occurred on January 17, 1995. Based on the numerical results obtained by two-dimensional finite-element analysis, ...
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    Low-Velocity Impact Load Testing of RC Beams Strengthened in Flexure with Bonded FRP Sheets 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 005
    Author(s): Norimitsu Kishi; Masato Komuro; Tomoki Kawarai; Hiroshi Mikami
    Publisher: ASCE
    Abstract: In this paper, which focuses on the fiber-reinforced polymer (FRP) sheet bonding method for improving the impact resistance of RC beams, low-velocity impact load tests are performed on RC beams strengthened with FRP sheets. ...
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    Analytical Damping Evaluation Complementary to Experimental Structural Health Monitoring of Bridges 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 007
    Author(s): Abeykoon Jalath; Dammika; Kosuke; Kawarai; Hiroki; Yamaguchi; Yasunao; Matsumoto; Tsutomu; Yoshioka
    Publisher: American Society of Civil Engineers
    Abstract: Structural health monitoring (SHM) of bridges by visual inspection is not necessarily reliable as many damages are not discovered during the periodic inspection of bridges. A technique to assist in visual inspection is ...
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