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    ASCE 41 Seismic Assessment of FRP-Repaired Concrete Columns 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 002:;page 04021001-1
    Author(s): Kent A. Harries
    Publisher: ASCE
    Abstract: Current standards establish methods for seismic assessment and objectives for retrofit of existing building structures and provide guidance for fiber-reinforced polymer (FRP)-based seismic retrofit measures for existing ...
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    Implications of Design Standard Requirements and Assumptions for Local Buckling Capacity Calculation of Pultruded GFRP Members 

    Source: Journal of Composites for Construction:;2026:;Volume ( 030 ):;issue: 004:;page 04026023-1
    Author(s): Harries, Kent A.
    Publisher: American Society of Civil Engineers
    Abstract: Abstract First-generation structural design standards for pultruded glass fiber–reinforced polymer (GFRP) materials are now available in North America and Europe. The orthotropic nature of pultruded GFRP (pGFRP) makes it ...
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    Editorial 

    Source: Journal of Computing in Civil Engineering:;1992:;Volume ( 006 ):;issue: 004
    Author(s): Kent A. Reed
    Publisher: American Society of Civil Engineers
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    Discussion of “Response Prediction of RC Beams Externally Bonded with Steel-Reinforced Polymers” by Marisa Pecce, Francesca Ceroni, Andrea Prota, and Gaetano Manfredi 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 001
    Author(s): Kent A. Harries
    Publisher: American Society of Civil Engineers
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    Structural Testing of Prestressed Concrete Girders from the Lake View Drive Bridge 

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 002
    Author(s): Kent A. Harries
    Publisher: American Society of Civil Engineers
    Abstract: On the evening of December 27, 2005, the fascia beam supporting the east-side parapet wall of the third span of the Lake View Drive Bridge failed under the action of dead load. This paper describes the structural testing ...
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    Analysis of ASCE 74 Design Equations for Local Flange and Web Buckling of Pultruded GFRP Members 

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 001:;page 02524001-1
    Author(s): Harries, Kent A.
    Publisher: American Society of Civil Engineers
    Abstract: Forum papers are thought-provoking opinion pieces or essays founded in fact, sometimes containing speculation, on a civil engineering topic of general interest and relevance to the readership of the journal. The views ...
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    Debonding- and Fatigue-Related Strain Limits for Externally Bonded FRP 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 001
    Author(s): Kent A. Harries; John Aidoo
    Publisher: American Society of Civil Engineers
    Abstract: Available guidance for mitigating debonding failure of externally bonded fiber reinforced polymer (FRP) composites applied to concrete is evaluated based on data obtained from large- and full-scale experimental programs. ...
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    Effect on Superstructure Stress of Replacing a Composite RC Bridge Deck with a GFRP Deck 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 003
    Author(s): Kent A. Harries; Jonathan Moses
    Publisher: American Society of Civil Engineers
    Abstract: Glass fiber-reinforced polymer (GFRP) composite bridge decks behave differently than comparable reinforced concrete (RC) decks. GFRP decks exhibit reduced composite behavior (when designed to behave in a composite manner) ...
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    Redevelopment of Prestressing Force in Severed Prestressed Strands 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 003
    Author(s): Jarret Kasan; Kent A. Harries
    Publisher: American Society of Civil Engineers
    Abstract: The flexural capacity rating of prestressed girders having severed or corroded strands often progresses by simply neglecting the contribution of the affected strands from the girder section and assessing the capacity. While ...
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    Characterization of Splitting Behavior of Bamboo Culms 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 011
    Author(s): Derek Mitch; Kent A. Harries; Bhavna Sharma
    Publisher: American Society of Civil Engineers
    Abstract: Bamboo is viewed as a sustainable and highly renewable material that may be grown in any temperate climate zone. Interest in the engineering properties of bamboo and the use of bamboo in engineered construction is growing. ...
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