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    Data-Driven Machine Learning for Predicting the Strength of Pretensioned Concrete Girders Considering Shear Failure Mode 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 008:;page 04025116-1
    Author(s): Jang, Hansol; Han, Sangyoung; Bayrak, Oguzhan
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study presents a novel approach that integrates shear failure modes as critical variables within machine learning models to enhance the accuracy of shear strength estimation for pretensioned concrete girders. ...
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    Relaxing Shear Stress Limit for the End Region of Prestressed Concrete Girders 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 012:;page 04025222-1
    Author(s): Jang, Hansol; Saqan, Elias I.; Bayrak, Oguzhan
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis paper investigates the potential for relaxing the 0.18fc′ shear stress limit imposed by AASHTO load-and-resistance factor design (LRFD) in the end regions of prestressed concrete girders with relatively large ...
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    Shear Performance of RC Deep Beams with High-Strength Reinforcing Steel 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010:;page 04025167-1
    Author(s): Yu, Yongjae; Gonzalez, Jesse Hernandez; Jang, Hansol; Saqan, Elias I.; Bayrak, Oguzhan
    Publisher: American Society of Civil Engineers
    Abstract: AbstractWith the increased need to construct megastructures such as long-span bridges and skyscrapers, there has been significant development in high-strength reinforcement for these structures. In line with this trend, ...
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