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    Measurement of Transfer Lengths on Pretensioned Concrete Elements 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Bruce W. Russell; Ned H. Burns
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports an experimental program conducted to measure the transfer lengths (or transmission lengths) of pretensioned seven-wire strands in pretensioned concrete specimens. The primary goals of the research were ...
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    Closure to “Measurement of Transfer Lengths on Pretensioned Concrete Elements” by Bruce W. Russell and Ned H. Burns 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): Bruce W. Russell; Ned H. Burns
    Publisher: American Society of Civil Engineers
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    Investigating the Behavior and Reliability of Eccentrically Loaded Steel Connections Made with Bolts and Welds in Combination 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 012:;page 04023164-1
    Author(s): Mohammad F. Tamimi; Mohamed Soliman; Ethan Stringer; Bruce W. Russell
    Publisher: ASCE
    Abstract: This paper investigates the behavior of eccentrically loaded connections made by combining fillet welds and high-strength pretensioned bolts. New models are introduced for characterizing the load-deformation behavior of ...
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    Investigation of Poor Ride Quality in Steel-Bridge Girders Made Composite with Concrete Decks 

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 006:;page 06022001
    Author(s): Hema Jayaseelan; Bruce W. Russell; Ibrahim S. Abdelmeguid
    Publisher: ASCE
    Abstract: This case study focuses on excessive and undesired deformations that occurred during construction of newly rehabilitated steel bridges. The case study responds to problems with elevation control and subsequent ride quality ...
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