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    Flexural Capacity of Glass FRP Strengthened Concrete Masonry Walls 

    Source: Journal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 003
    Author(s): H. R. Hamilton III; C. W. Dolan
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced polymers (FRP) can provide a strengthening alternative for unreinforced and underreinforced masonry. The ease with which FRP can be installed on the exterior of a masonry wall makes this form of strengthening ...
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    Increased Damping in Cantilevered Traffic Signal Structures 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 004
    Author(s): H. R. Hamilton III; G. S. Riggs; J. A. Puckett
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic characteristics of a traffic signal structure were determined experimentally. Various strategies were investigated to provide additional damping. By decreasing the magnitude and the number of fatigue cycles caused ...
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    Ductile Anchorage for Connecting FRP Strengthening of Under-Reinforced Masonry Buildings 

    Source: Journal of Composites for Construction:;2002:;Volume ( 006 ):;issue: 001
    Author(s): J. D. Hall; P. M. Schuman; H. R. Hamilton, III
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced polymer (FRP) composites have been examined as a convenient and cost-effective means of strengthening unreinforced masonry structures. Seismic design in the United States is almost entirely based on the ...
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    Bridge Stay Cable Corrosion Protection. I: Grout Injection and Load Testing 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 002
    Author(s): H. R. Hamilton, III; J. E. Breen; K. H. Frank
    Publisher: American Society of Civil Engineers
    Abstract: This paper is the first of two companion papers that cover the results of corrosion and structural testing of eight large-scale stay cable specimens. Four of the specimens had the traditional stay-cable corrosion protection ...
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    Bridge Stay Cable Corrosion Protection. II: Accelerated Corrosion Tests 

    Source: Journal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 002
    Author(s): H. R. Hamilton, III; J. E. Breen; K. H. Frank
    Publisher: American Society of Civil Engineers
    Abstract: This paper is the second of two companion papers that cover the results of corrosion and structural testing of eight large-scale stay cable specimens. Four of the specimens had the traditional system of portland cement ...
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    Corrosion Testing of Grout for Posttensioning Ducts and Stay Cables 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): H. R. Hamilton III; H. G. Wheat; J. E. Breen; K. H. Frank
    Publisher: American Society of Civil Engineers
    Abstract: Grout mixes using commercially available antibleed admixtures were tested for fresh properties and subsequently corrosion tested using anodic polarization to accelerate the corrosion process. Commercial admixtures that are ...
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    Damping in Cantilevered Traffic Signal Structures under Forced Vibration 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author(s): P. S. McManus; H. R. Hamilton, III; J. A. Puckett
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic characteristics of a cantilevered traffic signal structure were determined experimentally and theoretically. The experimental procedures involved forced vibration of the structure by an eccentric-mass oscillator. ...
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