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    Local and Postlocal Buckling of Fabricated Steel and Composite Cross Sections 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 006
    Author(s): Brian Uy
    Publisher: American Society of Civil Engineers
    Abstract: Composite sections are being increasingly used as columns in multistory buildings. These sections provide considerable economy as they eliminate plywood formwork and allow large percentages of steel to be utilized in their ...
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    Strength of Concrete Filled Steel Box Columns Incorporating Local Buckling 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): Brian Uy
    Publisher: American Society of Civil Engineers
    Abstract: Concrete filled steel box columns have recently experienced a renaissance in their use throughout the world. This has occurred due to the significant advantages that the construction method can provide. This paper deals ...
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    Shear Strength and Moment-Shear Interaction in Steel-Concrete Composite Beams 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 011
    Author(s): George Vasdravellis; Brian Uy
    Publisher: American Society of Civil Engineers
    Abstract: Steel-concrete composite beams are currently designed against shear by neglecting the contributions of the concrete slab and composite action, while the moment-shear interaction is not addressed in current structural codes ...
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    Strength of Concrete Filled Steel Box Columns Incorporating Interaction Buckling 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 005
    Author(s): Mohanad Mursi; Brian Uy
    Publisher: American Society of Civil Engineers
    Abstract: Concrete filled steel columns have seen an increased usage in building structures throughout the world. In Australia, the use of thin-walled steel sections coupled with concrete infill has been used on various building ...
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    Ductility of Profiled Composite Beams. Part I: Experimental Study 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Brian Uy; Mark Andrew Bradford
    Publisher: American Society of Civil Engineers
    Abstract: A series of experiments on profiled composite beams is reported. The experiments include two profiled composite beams and two reinforced concrete beams that were previously tested under sustained service loads. The tests ...
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    Ductility of Profiled Composite Beams. Part II: Analytical Study 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Brian Uy; Mark Andrew Bradford
    Publisher: American Society of Civil Engineers
    Abstract: A simple cross-sectional analysis is developed based on the routine mechanics of materials to study the moment-curvature response and hence the ductility of a profiled composite beam. The material nonlinearities of the ...
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    Stress-Strain Curves of Structural and Reinforcing Steels after Exposure to Elevated Temperatures 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 009
    Author(s): Zhong Tao; Xing-Qiang Wang; Brian Uy
    Publisher: American Society of Civil Engineers
    Abstract: For the evaluation of damage to a structure after exposure to fire, the residual mechanical properties of structural materials need to be evaluated first. Many factors can affect the post-fire behavior of structural and ...
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    Behavior of High Strength Structural Steel at Elevated Temperatures 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 012
    Author(s): Ju Chen; Ben Young; Brian Uy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the mechanical properties of high strength structural steel and mild structural steel at elevated temperatures. Mechanical properties of structural steel at elevated temperatures are important for fire ...
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    Design Rules, Experimental Evaluation, and Fracture Models for High-Strength and Stainless-Steel Hourglass Shape Energy Dissipation Devices 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 011
    Author(s): George Vasdravellis; Theodore L. Karavasilis; Brian Uy
    Publisher: American Society of Civil Engineers
    Abstract: Steel yielding hysteretic devices provide a reliable way to increase the energy dissipation capacity of structures under seismic loading. Steel cylindrical pins with hourglass shape bending parts (called web hourglass shape ...
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    Response of Foam- and Concrete-Filled Square Steel Tubes under Low-Velocity Impact Loading 

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 005
    Author(s): Alex M. Remennikov; Sih Ying Kong; Brian Uy
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of experimental and numerical studies of the comparative behavior of square hollow section (SHS) tubes filled with rigid polyurethane foam (RPF) and concrete undergoing transverse impact ...
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