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    Punching Shear Strengthening of Reinforced Concrete Flat Plates Using Carbon Fiber Reinforced Polymers 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author(s): Baris Binici; Oguzhan Bayrak
    Publisher: American Society of Civil Engineers
    Abstract: This research presents a strengthening technique for increasing punching shear resistance in reinforced concrete flat plates using carbon fiber reinforced polymers (CFRPs). This strengthening method employs CFRP strips in ...
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    Closure to “Punching Shear Strengthening of Reinforced Concrete Flat Plates Using Carbon Fiber Reinforced Polymers” by Baris Binici and Oguzhan Bayrak 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Baris Binici; Oguzhan Bayrak
    Publisher: American Society of Civil Engineers
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    Confinement Reinforcement Design Considerations for Ductile HSC Columns 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Oguzhan Bayrak; Shamim A. Sheikh
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results from a continuing research program that aims to study confinement of concrete by lateral reinforcement. The current work deals with the experimental behavior of high-strength concrete (HSC) and ...
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    Plastic Hinge Analysis 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Oguzhan Bayrak; Shamim A. Sheikh
    Publisher: American Society of Civil Engineers
    Abstract: Predicting behavior of plastic hinges subjected to large inelastic deformations caused by extreme loads such as earthquakes plays an important role in assessing maximum stable deformation capacities of framed concrete ...
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    Inelastic Buckling of Reinforcing Bars 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): Sungjin Bae; Alexa M. Mieses; Oguzhan Bayrak
    Publisher: American Society of Civil Engineers
    Abstract: Predicting behavior of concrete members subjected to large inelastic deformations caused by extreme loads, such as earthquakes, plays an important role in assessing stable deformation capacities of concrete structures. An ...
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    Closure to “Inelastic Buckling of Reinforcing Bars” by Sungjin Bae, Alexa M. Mieses, and Oguzhan Bayrak 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): Sungjin Bae; Alexa M. Mieses; Oguzhan Bayrak
    Publisher: American Society of Civil Engineers
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    Design Considerations of Carbon Fiber Anchors 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 006
    Author(s): Sarah L. Orton; James O. Jirsa; Oguzhan Bayrak
    Publisher: American Society of Civil Engineers
    Abstract: Carbon fiber-reinforced polymer (CFRP) sheets can be used to strengthen existing reinforced concrete members. However, debonding (separation of the CFRP sheet from the concrete surface) may occur at less than 50% of CFRP ...
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    Performance of Bridge Columns Subjected to Blast Loads. I: Experimental Program 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
    Author(s): Eric B. Williamson; Oguzhan Bayrak; Carrie Davis; G. Daniel Williams
    Publisher: American Society of Civil Engineers
    Abstract: Statistical data from past terrorist attacks show that transportation infrastructure has been widely targeted, and a significant percentage of the attacks against transportation structures have been directed towards bridges. ...
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    Performance of Bridge Columns Subjected to Blast Loads. II: Results and Recommendations 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 006
    Author(s): Eric B. Williamson; Oguzhan Bayrak; Carrie Davis; G. Daniel Williams
    Publisher: American Society of Civil Engineers
    Abstract: Guidelines for the design of critical bridge components subjected to blast loads are currently not available to the general bridge engineering community. Historically, however, transportation assets have proven to be ...
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    Numerical Parametric Study on Structural Response of Drilled Shaft Footings Subjected to Concentric Axial Force 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024132-1
    Author(s): Yousun Yi; Hyunsu Kim; Trevor D. Hrynyk; Juan Murcia-Delso; Oguzhan Bayrak
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a numerical parametric study to examine the structural response of drilled shaft footings (pile caps) presenting different design characteristics, which have not been studied in depth in previous ...
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