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    Lateral Load Behavior of C-PSW/CFs Using Steel Members as Boundary Elements 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 009:;page 04023112-1
    Author(s): Soheil Shafaei; Amit Varma; Devin Huber; Ron Klemencic
    Publisher: ASCE
    Abstract: Composite plate shear walls/concrete-filled (C-PSW/CFs), also known as SpeedCore systems, are a relatively new structural member in American codes and standards. Prior research has focused primarily on C-PSW/CF walls with ...
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    Experimental Investigation of Composite Coupling Beam-to-Wall Connections in Coupled C-PSW/CF Systems 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 009:;page 04024114-1
    Author(s): Mubashshir Ahmad; Soheil Shafaei; Amit H. Varma; Ron Klemencic
    Publisher: American Society of Civil Engineers
    Abstract: Four different composite coupling beam-to-composite plate shear wall (CPSW/CF) connection details were developed and proposed. Six large-scale specimens representing the four connections were designed, fabricated, and ...
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    Capacity Design of Coupled Composite Plate Shear Wall–Concrete-Filled System 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022022
    Author(s): Morgan Broberg; Soheil Shafaei; Emre Kizilarslan; Jungil Seo; Amit H. Varma; Michel Bruneau; Ron Klemencic
    Publisher: ASCE
    Abstract: Composite plate shear walls–concrete-filled (C-PSW/CF) are a new and innovative lateral force–resisting system intended for high-rise buildings. High-rise building applications of this system are particularly efficient in ...
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    Steel-Reinforced Concrete Coupling Beams. II: Modeling 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 003
    Author(s): Christopher J. Motter; David C. Fields; John D. Hooper; Ron Klemencic; John W. Wallace
    Publisher: American Society of Civil Engineers
    Abstract: Using test results presented in previous studies, design and modeling recommendations for steel-reinforced concrete (SRC) coupling beams are provided for both code-based (prescriptive) design approaches and performance-based ...
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    Steel-Reinforced Concrete Coupling Beams. I: Testing 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 003
    Author(s): Christopher J. Motter; David C. Fields; John D. Hooper; Ron Klemencic; John W. Wallace
    Publisher: American Society of Civil Engineers
    Abstract: Structural steel-reinforced concrete (SRC) coupling beams are an alternative to conventional and diagonal rebar-reinforced concrete coupling beams. To address gaps in previous testing that was used to develop design ...
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    Cyclic Lateral Loading Behavior of Composite Plate Shear Walls/Concrete Filled 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021145-1
    Author(s): Soheil Shafaei; Amit H. Varma; Jungil Seo; Ron Klemencic
    Publisher: ASCE
    Abstract: Planar composite plate shear walls/concrete filled (C-PSW/CF) consist of two steel web plates and two flange (or closure) plates making up a long hollow box section that is filled with concrete. The web plates are connected ...
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