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Lateral Load Behavior of C-PSW/CFs Using Steel Members as Boundary Elements
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 ...
Experimental Investigation of Composite Coupling Beam-to-Wall Connections in Coupled C-PSW/CF Systems
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 ...
Capacity Design of Coupled Composite Plate Shear Wall–Concrete-Filled System
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 ...
Steel-Reinforced Concrete Coupling Beams. II: Modeling
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 ...
Steel-Reinforced Concrete Coupling Beams. I: Testing
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 ...
Cyclic Lateral Loading Behavior of Composite Plate Shear Walls/Concrete Filled
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 ...