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    Old Concrete Slab Bridges. I: Experimental Investigation 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author(s): A. Azizinamini; T. E. Boothby; Y. Shekar; G. Barnhill
    Publisher: American Society of Civil Engineers
    Abstract: Old reinforced concrete slab bridges designed for smaller truck loads are called on to carry the modern, heavier, loads. These bridges, when rated according to the current American Association of State Highway and ...
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    Old Concrete Slab Bridges. II: Analysis 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author(s): A. Azizinamini; Y. Shekar; T. E. Boothby; G. Barnhill
    Publisher: American Society of Civil Engineers
    Abstract: Old reinforced concrete slab bridges designed for smaller truck loads are called on to carry modern, heavier loads. These bridges, when rated according to current American Association of State Highway and Transportation ...
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    Dynamic Load Allowance for Through-Truss Bridges 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 004
    Author(s): J. A. Laman; J. S. Pechar; T. E. Boothby
    Publisher: American Society of Civil Engineers
    Abstract: The objective of the present study was to experimentally evaluate the statistics of dynamically induced stress levels in steel through-truss bridges as a function of bridge component type, component peak static stress, ...
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    Mechanical Behavior of Fiber-Reinforced Polymer-Wrapped Concrete Columns—Complicating Effects 

    Source: Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 002
    Author(s): A. Mukherjee; T. E. Boothby; C. E. Bakis; M. V. Joshi; S. R. Maitra
    Publisher: American Society of Civil Engineers
    Abstract: The present study focuses on the mechanical response of concrete columns confined with fiber-reinforced polymer composites (FRP). Practical columns often deviate from axisymmetric conditions due to noncircular cross section, ...
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    Slip Modulus of FRP Sheets Bonded to Concrete 

    Source: Journal of Composites for Construction:;1999:;Volume ( 003 ):;issue: 004
    Author(s): Y. J. Lee; T. E. Boothby; C. E. Bakis; A. Nanni
    Publisher: American Society of Civil Engineers
    Abstract: An analytical tension-stiffening model was developed for fiber-reinforced polymer (FRP) sheets bonded to reinforced concrete based on equilibrium equations and the assumption of linear behavior between bond stress and slip. ...
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