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    Discussion of “<i>Creep of Concrete in Variable Environments</i>” by Willaim L. Gamble (October, 1982) 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    Author(s): K. Nam Shiu; Henry G. Russell
    Publisher: American Society of Civil Engineers
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    Fatigue Performance of High-Strength Reinforcing Steel 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 003
    Author(s): Amir Soltani; Kent A. Harries; Bahram M. Shahrooz; Henry G. Russell; Richard A. Miller
    Publisher: American Society of Civil Engineers
    Abstract: An evaluation of concrete reinforcing bar fatigue provisions of AASHTO
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    Basis of AASHTO Specifications for High-Strength Shear Reinforcement 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 011
    Author(s): Bahram M. Shahrooz; Kent A. Harries; Jonathan M. Reis; Elizabeth L. Wells; Gabriel Zeno; Richard A. Miller; Henry G. Russell
    Publisher: American Society of Civil Engineers
    Abstract: Prior to the 2013 Interim Revisions of the AASHTO LRFD Bridge Design Specifications [AASHTO (2013). Interim Revisions to AASHTO LRFD Bridge Design Specifications, 6th Ed., Washington, DC], the value of reinforcing steel ...
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    Evaluation of Pretensioned Girders with Partial-Strand Debonding 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 008
    Author(s): Mathew W. Bolduc; Avdhesh Gaur; Bahram M. Shahrooz; Kent A. Harries; Richard A. Miller; Henry G. Russell
    Publisher: ASCE
    Abstract: Pretensioned concrete girders—especially those having large prestress forces—are susceptible to flexural cracking at their top flanges near the girder end as a result of prestress transfer. One effective method to reduce ...
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