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Articles by Soheil Shafaei
Nonlinear Modeling of Concrete-Filled Composite Coupling Beams in Coupled SpeedCore Systems
Data Availability Statement The data that support the findings of this study are available from the corresponding author upon reasonable request. References 1, , , and , “Cyclic Lateral Loading Behavior of Composite Plate Shear Walls/Concrete Filled,” Journal of Structural Engineering 10 (2021): 04021145. 2, , , and , “Lateral Load Behavior of C-PSW/CFs Using Steel Members as Boundary Elements,” Journal of Structural Engineering 9 (2023): 04023112.
Wind and Seismic Behavior of Noncontact Lap-Splice Connections for Concrete-Filled Composite-Plate Shear Walls
Get full access to this article View all available purchase options and get full access to this article. Data Availability Statement Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. Acknowledgments The project was supported by the Charles Pankow Foundation (CPF Research Grant No. 06-16) and American Institute of Steel Construction (AISC).
Capacity Design of Coupled Composite Plate Shear Wall–Concrete-Filled System | Journal of Structural Engineering | Vol 148, No 4
Downloaded 0 times Technical Papers 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 the coupled wall configuration, in which the walls are C-PSW/CF and the coupling beams are concrete filled steel box sections.
Cyclic Lateral Loading Behavior of Composite Plate Shear Walls/Concrete Filled
Downloaded 0 times Technical Papers 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 to each other using regularly spaced steel tie bars. Steel headed stud anchors (shear studs) may be added to reduce the steel plate slenderness for local buckling considerations in the composite phase.
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