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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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    Pseudo‐Dynamic Testing of Structures 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 002
    Author(s): Haluk M. Aktan
    Publisher: American Society of Civil Engineers
    Abstract: An experimental procedure is developed for the testing of full‐ or large‐scale structures under simulated seismic deformations in a quasi‐static fashion. The procedure, pseudo‐dynamic testing, is based on active modal ...
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    Thermoerosion of Frozen Sediment Under Wave Action 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author(s): Nobuhisa Kobayashi; Demet Aktan
    Publisher: American Society of Civil Engineers
    Abstract: Ice‐bonded sediment is present in tundra cliffs and gravel structures in the southern Beaufort Sea. Thermoerosion of the frozen sediment under wave action can be important in determining the rate of coastal retreat and the ...
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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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    Flexibility by Multireference Impact Testing for Bridge Diagnostics 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 008
    Author(s): Madhwesh Raghavendrachar; Ahmet E. Aktan
    Publisher: American Society of Civil Engineers
    Abstract: Modal testing by impact is a practical tool for structural identification, integrity monitoring, and diagnostics of bridges. Typically, nonlinearities in bridge response as well as sensitivity to ambient conditions are ...
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    Seismic Response of R/C Frame‐Wall Structures 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 008
    Author(s): Ahmet E. Aktan; Vitelmo V. Bertero
    Publisher: American Society of Civil Engineers
    Abstract: Results are summarized of analytical and experimental studies conducted on physical and analytical models of a 15‐story reinforced concrete framecoupled wall structure which was identified as typical of medium‐rise office ...
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    RC Structural Walls: Seismic Design for Shear 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author(s): Ahmet E. Aktan; Vitelmo V. Bertero
    Publisher: American Society of Civil Engineers
    Abstract: Provisions of 1982 UBC, ACI 318‐83, and ATC 3‐06 pertaining to seismic shear design of slender walls in mid‐rise construction are evaluated. In the event of major ground shaking in regions of high seismic risk, the actual ...
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    Evaluation of Seismic Response of RC Buildings Loaded to Failure 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): A. E. Aktan; V. V. Bertero
    Publisher: American Society of Civil Engineers
    Abstract: Two 1/3‐scale four‐story RC coupled wall subassemblies and a 1/5‐scale seven‐story complete RC frame‐wall building are subjected to simulated seismic loads to failure. Each specimen represents a different case of seismic ...
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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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