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    Retrofitting Short-Span Precast Channel Beam Bridges Constructed without Shear Reinforcement 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 003
    Author(s): Ernest Heymsfield; Stephan A. Durham
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates retrofitting precast, nonprestressed, channel beams (PCB) used in short-span bridges to improve beam shear strength and, consequently, beam ductility. Three retrofit approaches were investigated: ...
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    Investigation of Cracks Observed in Underwater Bridge Seal Structures and Crack Control by Means of Material Design 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 006
    Author(s): Hiwa Hamid; Mi G. Chorzepa; Stephan A. Durham
    Publisher: ASCE
    Abstract: A large number of cracks were observed in a bridge seal structure during an underwater inspection. The seal is 13.2  m long, 5.9  m wide, and 6.8  m deep and thus is considered mass concrete. The concrete mixture contains ...
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    Optimization of Cementitious Material Content for Sustainable Concrete Mixtures 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 006
    Author(s): Rui Liu; Stephan A. Durham; Kevin L. Rens; Anu Ramaswami
    Publisher: American Society of Civil Engineers
    Abstract: Utilization of fly ash in concrete reduces the use of virgin materials and offers benefits of reduced landfill materials and
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    Cracking and Reinforcement Corrosion in Short-Span Precast Concrete Bridges 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 005
    Author(s): Stephan A. Durham; Ernest Heymsfield; Keith D. Tencleve
    Publisher: American Society of Civil Engineers
    Abstract: A nationwide survey revealed 14 states having bridges comprised of precast, nonprestressed, concrete channel beams. Currently, the Arkansas State Highway and Transportation Department (AHTD) bridge inventory includes ...
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    Retrofitting Precast Bridge Beams with Carbon Fiber-Reinforced Polymer Strips for Shear Capacity 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 004
    Author(s): Stephan A. Durham; Ernest Heymsfield; Jessie X. Jones
    Publisher: American Society of Civil Engineers
    Abstract: Advancements in fiber-reinforced polymers (FRPs) have made this an attractive material for rehabilitation and strengthening of bridge superstructures. FRP has primarily been used with the intention of increasing the bending ...
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    Structural Behavior of Short Span Precast Channel Beam Bridges without Shear Reinforcement 

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 006
    Author(s): Ernest Heymsfield; Stephan A. Durham; Jessie X. Jones
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents findings of a research study conducted by the writers for the Arkansas State Highway and Transportation Department. The study investigated precast nonprestressed concrete channel beam sections cast ...
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    Investigation of Cracks Observed on a Skewed Bridge Constructed Using Self-Propelled Modular Transporters 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 005
    Author(s): Chnar Solae; Mi G. Chorzepa; Stephan A. Durham; S. Sonny Kim
    Publisher: ASCE
    Abstract: This study investigates full-depth deck cracks observed on a skewed bridge, which was constructed using self-propelled modular transporters (SPMTs). To investigate the causes, three main factors associated with structural ...
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    Self-Supervised Deep Learning Framework for Anomaly Detection in Traffic Data 

    Source: Journal of Transportation Engineering, Part A: Systems:;2022:;Volume ( 148 ):;issue: 005:;page 04022020
    Author(s): Clint Morris; Jidong J. Yang; Mi Geum Chorzepa; S. Sonny Kim; Stephan A. Durham
    Publisher: ASCE
    Abstract: The current state of practice in traffic data quality control features rule-based data checking and validation processes, where the rules are subjective and insensitive to variation inherited with traffic data. In this ...
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    Novel Prioritization Mechanism to Enhance Long-Term Performance Predictions for Bridge Asset Management 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 001:;page 04020133
    Author(s): O. Brian Oyegbile; Mi G. Chorzepa; Stephan A. Durham; S. Sonny Kim
    Publisher: ASCE
    Abstract: Current strategies for prioritizing bridge preventive maintenance, rehabilitation, or replacement (MRR) include predicting future conditions by delineating depreciation rates from existing conditions and preventive MRR ...
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    Cognitive Approaches to Hyperbolic Discounting of High-Impact Low-Probability Bridge Overload Events and Live-Load Factors 

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 002:;page 04022009
    Author(s): Ananta Sinha; Mi G. Chorzepa; Jidong J. Yang; S. Sonny Kim; Stephan A. Durham
    Publisher: ASCE
    Abstract: Temporal discounting is a cognitive behavior with important implications in preparing for high-impact and low-probability events. Evaluation of live-load effects has a great influence on the design, maintenance, and ...
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