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Dipti Ranjan Sahoo,Balsher Singh Sidhu,Arunesh Kumar 한국강구조학회 2015 International Journal of Steel Structures Vol.15 No.1
This study investigates the effect of type of beam-to-column connections on the overall performance of steel plate shear wall(SPSW) systems under lateral loading condition. An analytical study using finite-element analysis has been conducted on a twostorySPSW system with rigid and pinned beam-to-column connections having constant panel aspect ratio and plate slendernessratio. All boundary elements are designed as per the current code provisions. The influence of the type of connections betweenthe web plates and the boundary elements on the overall performance of SPSW systems is also studied. In addition, the behaviorof SPSW system with flexible boundary members along with pinned beam-to-column connections is also investigated underlateral loading condition. An experimental study has been carried out on a two-story SPSW specimen with flexible boundaryelements to investigate its overall performance under the slow-cyclic loading. Based on the analytical and experimental results,various design issues of SPSW systems are discussed.
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