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    Editorial 

    Source: Journal of Materials in Civil Engineering:;2000:;Volume ( 012 ):;issue: 003
    Author(s): Antonio Nanni
    Publisher: American Society of Civil Engineers
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    Editorial 

    Source: Journal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 004
    Author(s): Antonio Nanni
    Publisher: American Society of Civil Engineers
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    Editor's Note 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 001
    Author(s): Antonio Nanni
    Publisher: American Society of Civil Engineers
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    Editorial 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 001
    Author(s): Antonio Nanni
    Publisher: American Society of Civil Engineers
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    Editor's Note 

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 001
    Author(s): Antonio Nanni
    Publisher: American Society of Civil Engineers
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    Pseudoductility of Fiber Reinforced Concrete 

    Source: Journal of Materials in Civil Engineering:;1991:;Volume ( 003 ):;issue: 001
    Author(s): Antonio Nanni
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the findings of an investigation to determine the load‐deformation response of fiber reinforced concrete (FRC) subjected to standard flexural (ASTM C‐1018) and split‐tension (ASTM C‐496) tests with the ...
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    Properties of Aramid‐Fiber Reinforced Concrete and SIFCON 

    Source: Journal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 001
    Author(s): Antonio Nanni
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation is conducted on the use of a newly developed aramid fiber for the reinforcement of Portland cement‐based concrete and slurry. The fiber is produced by chopping a bundle made of epoxy‐impregnated, ...
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    Flexural Behavior and Design of RC Members Using FRP Reinforcement 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 011
    Author(s): Antonio Nanni
    Publisher: American Society of Civil Engineers
    Abstract: Flexural design for concrete members reinforced with fiber‐rein‐forced‐plastic (FRP) composites may be conducted using both the ultimate‐strength method and the working‐stress method. Since FRP reinforcement does not yield, ...
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    Curing of Roller Compacted Concrete: Strength Development 

    Source: Journal of Transportation Engineering, Part A: Systems:;1988:;Volume ( 114 ):;issue: 006
    Author(s): Antonio Nanni
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on the strength development of three concrete mixes, with and without fly‐ash, subjected to many combinations of controlled moist and air‐dry environments during the first 27 days. Mix proportions and ...
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    Discussion of “<i>Hazardous Waste Disposal as Concrete Admixture</i>” by Ronald E. Benson, Jr., Henry W. Chandler and Kenneth A. Chacey (August, 1985, Vol. 111, No. 4) 

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Antonio Nanni
    Publisher: American Society of Civil Engineers
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