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    Load Rating of Deteriorated and FRP-Retrofitted Bridge Abutment Timber Piles 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 009
    Author(s): Kun-Ho Eugene Kim; Bassem Andrawes
    Publisher: American Society of Civil Engineers
    Abstract: Conventional load-rating methods for bridge timber piles consider only concentric axial loads. However, in the case of abutment piles, earth pressure and surcharge loads exert a significant lateral force on the piles. There ...
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    Exploratory Study on Bond Behavior of Textured Epoxy-Coated Reinforcing Bars 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 008
    Author(s): Kun-Ho Eugene Kim; Bassem Andrawes
    Publisher: American Society of Civil Engineers
    Abstract: Research and experience have both shown that epoxy-coated reinforcement, the use of which is mandated by most state departments of transportation for bridge decks, increases cracking. Although the epoxy coating protects ...
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    Cyclic Behavior and Damage Assessment of Superelastic SMA Dowel Connections for Braced Timber Frame Applications 

    Source: Journal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 005:;page 04024027-1
    Author(s): Maxime Cléroux; Eugene Kim; Daniel Lacroix
    Publisher: American Society of Civil Engineers
    Abstract: Braced timber frames (BTFs) are an efficient lateral force resisting system that can effectively resist wind and earthquake loads. It is well-known that the performance of BTFs is strongly dependent on connection behavior, ...
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