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    Behavior of Transverse Confining Systems for Steel-Free Deck Slabs 

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002
    Author(s): Baidar Bakht; Clifford Lam
    Publisher: American Society of Civil Engineers
    Abstract: Extensive research conducted over the past eight years in Canada has led to a concrete deck slab of girder bridges that can be entirely free of any tensile reinforcement. This slab, known as the steel-free deck slab, derives ...
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    Closure to “Behavior of Transverse Confining Systems for Steel-Free Deck Slabs,” by Baidar Bakht and Clifford Lam 

    Source: Journal of Bridge Engineering:;2002:;Volume ( 007 ):;issue: 001
    Author(s): Baidar Bakht; Clifford Lam
    Publisher: American Society of Civil Engineers
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    Experimental Study on Full-Scale Pretensioned Bridge Girder Damaged by Vehicle Impact and Repaired with Fiber-Reinforced Polymer Technology 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 005
    Author(s): David Cerullo; Khaled Sennah; Hossein Azimi; Clifford Lam; Amir Fam; Bala Tharmabala
    Publisher: American Society of Civil Engineers
    Abstract: A bridge was damaged when a dump truck violated the height clearance limitation on Highway 401 in Ontario, Canada. The collision caused extensive damage to the AASHTO Type-III precast/prestressed bridge girders, which led ...
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    Experimental Study on Prefabricated Concrete Bridge Girder-to-Girder Intermittent Bolted Connections System 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 005
    Author(s): Bijal N. Shah; Khaled Sennah; M. Reza Kianoush; Siyin Tu; Clifford Lam
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on a new bridge deck slab flange-to-flange connection system for precast deck bulb tee (DBT) girders. In prefabricated bridge system made of DBT girders, the concrete deck slab is cast with the prestressed ...
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