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    Implementation of Bond Durability in the Design of Flexural Members with Externally Bonded FRP 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Jovan Tatar; H. R. Hamilton
    Publisher: American Society of Civil Engineers
    Abstract: Externally bonded fiber-reinforced polymer (FRP) composites are becoming a method of choice for the repair/strengthening of civil structures, some of which are situated in environments detrimental to FRP-concrete bond ...
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    Bond Durability Factor for Externally Bonded CFRP Systems in Concrete Structures 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author(s): Jovan Tatar; H. R. Hamilton
    Publisher: American Society of Civil Engineers
    Abstract: Lack of understanding and confidence in the long-term performance of externally bonded fiber-reinforced polymer (FRP) composites in concrete structures still inhibits their application in repair of aged structures. While ...
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    Implementation of Bond Durability in the Design of Flexural Members with Externally Bonded FRP 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author(s): Jovan Tatar; H. R. Hamilton
    Publisher: American Society of Civil Engineers
    Abstract: Externally bonded fiber-reinforced polymer (FRP) composites are becoming a method of choice for the repair/strengthening of civil structures, some of which are situated in environments detrimental to FRP-concrete bond ...
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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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    Benchmarking Preproject Planning Effort 

    Source: Journal of Management in Engineering:;1996:;Volume ( 012 ):;issue: 002
    Author(s): M. R. Hamilton; G. E. Gibson Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Benchmarking key performance areas is key to continual improvement of processes. This paper focuses on measurement and benchmarking of the preproject-planning process for capital construction. While experienced members of ...
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    Experimental Evaluation of Flexural Static and Fatigue Strength of an Innovative Splice for Prestressed Precast Concrete Girders 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 006
    Author(s): N. R. Brenkus; D. J. Wagner; H. R. Hamilton
    Publisher: American Society of Civil Engineers
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    Experimental Evaluation of Shear Strength of an Innovative Splice for Prestressed Precast Concrete Girders 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 006
    Author(s): N. R. Brenkus; D. J. Wagner; H. R. Hamilton
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes shear laboratory testing of a joint design for spliced, prestressed precast I-girders. Although the connection is not intended to be placed at locations of high shear, the potential for shear-type ...
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    A Simple Method of Calculating Lower-Bound Limit Loads for Axisymmetric Thin Shells 

    Source: Journal of Pressure Vessel Technology:;1997:;volume( 119 ):;issue: 002:;page 236
    Author(s): J. T. Boyle; R. Hamilton; J. Shi; D. Mackenzie
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, a simple method for calculating lower-bound limit loads for shells is presented, based on Ilyushin’s and Ivanov’s generalized yield criterion, respectively, and using the elastic ...
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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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