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    Discussion of “<i>Debonding of Steel Plate—Strengthened Concrete Beams</i>” by S. A. Hamoush and S. H. Ahmad (February, 1990, Vol. 116, No. 2) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 011
    Author(s): Gilbert H. Béguin
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Premature Failure of Externally Plated Reinforced Concrete Beams</i>” by Deric John Oehlers and John Paul Moran (April, 1990, Vol. 116, No. 4) 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Gilbert H. Béguin
    Publisher: American Society of Civil Engineers
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    Catastrophic Sliding of a Concrete Deck during Its Launching on the Steel Girders of a Composite Bridge 

    Source: Journal of Performance of Constructed Facilities:;2010:;Volume ( 024 ):;issue: 002
    Author(s): Gilbert H. Béguin
    Publisher: American Society of Civil Engineers
    Abstract: The concrete deck of a 340-m long composite bridge having a general slope of 6.5% was built by increments of 20 m. Forming and concreting were done behind the upper abutment. Increments were successively pushed over the ...
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    Discussion of “Noncontact Photogrammetric Measurement of Vertical Bridge Deflection” by David V. Jáuregui, Kenneth R. White, Clinton B. Woodward, and Kenneth R. Leitch 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 005
    Author(s): Gilbert H. Béguin
    Publisher: American Society of Civil Engineers
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    Discussion of “Dynamic Behavior of Deck Slabs of Concrete Road Bridges” by Claude Broquet, Simon F. Bailey, Mario Fafard, and Eugene Brühwiler 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 004
    Author(s): Gilbert H. Béguin
    Publisher: American Society of Civil Engineers
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    Light Gauge Cold-Formed Steel Profile for Decks in Housing Units 

    Source: Practice Periodical on Structural Design and Construction:;2009:;Volume ( 014 ):;issue: 004
    Author(s): Gilbert H. Béguin
    Publisher: American Society of Civil Engineers
    Abstract: For the decking of dwellings a new light gauge cold-formed steel channel profile has been developed and applied. It is cold formed from steel sheet. Its design is based on AISI in 1983. Buckling and conditions at the ...
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    Graphical Determination of the Shear Center in Thin-Walled Asymmetrical U Profiles 

    Source: Practice Periodical on Structural Design and Construction:;2010:;Volume ( 015 ):;issue: 002
    Author(s): Gilbert H. Béguin
    Publisher: American Society of Civil Engineers
    Abstract: This note recalls the circumstances leading to the late introduction of the idea of a shear center (or flexural center). It presents several graphs allowing a direct determination of the position of the shear center and ...
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    Discussion of “<i>Reinforced Concrete Beams with Plates Glued to their Soffits</i>” by Deric John Oehlers (August, 1992, Vol. 118, No. 8) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Gilbert H. Béguin
    Publisher: American Society of Civil Engineers
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