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    Capacity Evaluation of a Severely Distressed and Deteriorated 50-Year-Old Box Beam with Limited Data 

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 004
    Author(s): Upul Attanayake; Haluk Aktan
    Publisher: American Society of Civil Engineers
    Abstract: In 2005, 15 adjacent box-beam bridges were randomly selected and inspected to document their performance with consideration of the evolving design procedures. Longitudinal cracking along the soffit of several fascia beams ...
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    First-Generation ABC System, Evolving Design, and Half a Century of Performance: Michigan Side-by-Side Box-Beam Bridges 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 003
    Author(s): Upul Attanayake; Haluk Aktan
    Publisher: American Society of Civil Engineers
    Abstract: The side-by-side box-beam bridge is the bridge of choice for short to medium span bridges due to ease of construction, favorable span-to-depth ratios, aesthetic appeal, and high torsional stiffness. The bridge can be ...
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    Procedures and Guidelines for Design of Lateral Bridge Slide Activities 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 009
    Author(s): Upul Attanayake; Haluk Aktan
    Publisher: American Society of Civil Engineers
    Abstract: Accelerated bridge construction (ABC) methods are implemented to reduce mobility impact time. In Michigan, four bridges were replaced using lateral slide, which is one of the ABC methods. The Michigan projects, a large ...
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    Monitoring Substructure Movements during Slide-In Bridge Construction 

    Source: Journal of Infrastructure Systems:;2017:;Volume ( 023 ):;issue: 002
    Author(s): Abdul Wahed Mohammed; Upul Attanayake; Haluk Aktan
    Publisher: American Society of Civil Engineers
    Abstract: To reduce disruption to traffic during bridge replacement, accelerated bridge replacement (ABR) methodologies are being developed. One of the ABR methodologies being implemented is slide-in bridge construction (SIBC), which ...
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    Three-Dimensional Modeling and Analyses of Orthotropic Bridge Decks Using Representative Volume Element 

    Source: Practice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 004
    Author(s): Upul Attanayake; Zekai Akbay; Haluk Aktan
    Publisher: American Society of Civil Engineers
    Abstract: A representative volume element (RVE)–based modeling procedure, macromechanical modeling, is presented for the homogenization of orthotropic bridge superstructures. The purpose of the models is the simplification of the ...
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    Penetrating Sealants for Concrete Bridge Decks—Selection Procedure 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 005
    Author(s): Upul Attanayake; Xuemei Liang; Simon Ng; Haluk Aktan
    Publisher: American Society of Civil Engineers
    Abstract: The major parameter controlling the effectiveness of penetrating sealants as a means of protecting concrete bridge deck surface is the depth of penetration. The factors affecting the depth of sealant penetration are ...
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