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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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    Simulation of Reinforced Concrete Member Response Using Lattice Model 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 009
    Author(s): Beyazit B. Aydin; Kagan Tuncay; Baris Binici
    Publisher: American Society of Civil Engineers
    Abstract: Lattice models are well suited for crack simulations; however, their use has been mostly limited to the fracture of plain concrete. In this study, a practical two-dimensional mesoscale lattice composed of overlapping ...
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    Evaluation of the Predictive Models for Stiffness, Strength, and Deformation Capacity of RC Frames with Masonry Infill Walls 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author(s): Tahsin Turgay; Meril Cigdem Durmus; Baris Binici; Guney Ozcebe
    Publisher: American Society of Civil Engineers
    Abstract: Buildings with masonry infill walls (MIWs) in reinforced concrete (RC) frames are commonly used all around the world. It is well known that infill walls may affect the strength, stiffness, and displacement ductility of the ...
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    Numerical Study on CFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Walls 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 002
    Author(s): Emre Akın; Güney Özcebe; Erdem Canbay; Barış Binici
    Publisher: American Society of Civil Engineers
    Abstract: In the last decade, a new strengthening methodology has been developed for reinforced concrete (RC) frames with hollow clay tile (HCT) infill walls by means of diagonally applied carbon fiber–reinforced polymer (CFRP) ...
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    Seismic Performance Assessment of Masonry Buildings Using In Situ Material Properties 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 004
    Author(s): Baran Cobanoglu; Alper Aldemir; İsmail Ozan Demirel; Baris Binici; Erdem Canbay; Ahmet Yakut
    Publisher: American Society of Civil Engineers
    Abstract: Seismic performance assessment of existing buildings requires the existing material’s properties to be determined as this has a significant influence on the seismic risk. As one of the most common construction type in ...
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    Performance Examination of Two Seismic Strengthening Procedures by Pseudodynamic Testing 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Efe Gokce Kurt; Ozgur Kurc; Baris Binici; Erdem Canbay; Guney Ozcebe
    Publisher: American Society of Civil Engineers
    Abstract: Pseudodynamic testing was employed to observe the seismic performance of two retrofit methods on two-story, three-bay frame structures. The test frames had hollow clay tile (HCT) infill in the central bay and incorporated ...
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