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    A Horizontal Stiffener Detailing for Shear Links at the Link-to-Column Connection in Eccentrically Braced Frames 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 009:;page 04023114-1
    Author(s): Shih-Ho Chao; Ghassan Almasabha; Brandon Price; Chatchai Jiansinlapadamrong
    Publisher: ASCE
    Abstract: This study investigates the performance and viability of a horizontal stiffener detailing (HSD) to (1) be used at the link-to-column connection in a D-braced eccentrically braced frame layout where conventional ...
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    ColumnsNet: Neural Network Model for Constructing Interaction Diagrams and Slenderness Limit for FRP-RC Columns 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 008:;page 04022089
    Author(s): Ahmad Tarawneh; Ghassan Almasabha; Yasmin Murad
    Publisher: ASCE
    Abstract: Predicting the axial capacity and behavior of concentrically, eccentrically, and slender loaded fiber-reinforced polymer (FRP)-RC columns is not completely established, and the current design codes lack design provisions ...
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    Data-Driven Flexural Stiffness Model of FRP-Reinforced Concrete Slender Columns 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 003:;page 04022024
    Author(s): Ghassan Almasabha; Ahmad Tarawneh; Eman Saleh; Omar Alajarmeh
    Publisher: ASCE
    Abstract: Predicting the nominal axial capacity of slender fiber-reinforced polymer (FRP) reinforced concrete (RC) columns is dependent majorly on their flexural stiffness. However, the current design provisions do not incorporate ...
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