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    Lateral-Torsional Buckling of Stepped Beams 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): Jong S. Park; J. Michael Stallings
    Publisher: American Society of Civil Engineers
    Abstract: Continuous multispan beams with stepped cross sections at the interior supports are common in construction of steel buildings and bridges. Design equations for lateral-torsional buckling (LTB) resistance in the American ...
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    Lateral-Torsional Buckling of Stepped Beams with Continuous Bracing 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 001
    Author(s): Jong S. Park; J. Michael Stallings
    Publisher: American Society of Civil Engineers
    Abstract: Continuous span multibeam steel bridges are common along the state and interstate highways. The top flange of the beams is typically braced against lateral movement by the deck slab, and in many bridges the cross section ...
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    Intermediate Diaphragm and Temporary Bracing Practice for Precast Concrete Girder Bridges 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 002
    Author(s): Samantha Dupaquier; Justin D. Marshall; J. Michael Stallings
    Publisher: American Society of Civil Engineers
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    Investigation of Bridge Floor-Truss Behavior in Tied-Arch Span 

    Source: Journal of Performance of Constructed Facilities:;1996:;Volume ( 010 ):;issue: 002
    Author(s): Thomas E. Cousins; J. Michael Stallings; Bradley P. Christopher
    Publisher: American Society of Civil Engineers
    Abstract: Floor trusses are often used as primary load-carrying members in a bridge superstructure. Load is typically transferred to the floor truss from the concrete deck through the stringers. The floor truss can be supported by ...
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