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    Discussion of “Shear Lag in Rectangular Hollow Structural Sections Tension Members: Comparison of Design Equations to Test Data” by Bo Dowswell and Stacey Barber 

    Source: Practice Periodical on Structural Design and Construction:;2007:;Volume ( 012 ):;issue: 002
    Author(s): Gilberto Martinez-Saucedo; Jeffrey A. Packer
    Publisher: American Society of Civil Engineers
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    Static Design Recommendations for Slotted End HSS Connections in Tension 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Gilberto Martinez-Saucedo; Jeffrey A. Packer
    Publisher: American Society of Civil Engineers
    Abstract: The design of slotted end hollow structural section connections in tension, according to the philosophy behind contemporary specifications [ANSI/AISC 360-05, CAN/CSA-S16-01, and EN 1993-1-8; 2005 (E)], requires checking ...
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    Gusset Plate Connections to Circular Hollow Section Braces under Inelastic Cyclic Loading 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Gilberto Martinez-Saucedo; Jeffrey A. Packer; Constantin Christopoulos
    Publisher: American Society of Civil Engineers
    Abstract: Braces are commonly used to provide lateral stiffness and strength to steel framed buildings subjected to wind or earthquake loading. Of the structural sections that can be employed as brace members, hollow structural ...
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