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Experimental Investigation of Steel Plate Shear Walls Four scaled one-storey single-bay steel plate shear wall (SPSW) specimens with unstiffened panels were tested to determine their behaviour under cyclic loadings. The shear walls had moment-resisting beam-to-column connections. Four different vertical loads, i.e., 300 kN, 600 kN, 900 kN, and 1200 kN, representing the gravity load of the upper storeys were applied at the top of the boundary
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Jan 01, 2011 · Available online at sciencedirect The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction Post-Buckling Shear Strength of Thin Steel Plates BO CHEN1, and K.S.SIVAKUMARAN2ab 1China ChengDa Engineering CO.,LTD., China 2Department of Civil Engineering, McMaster University, Canada ABSTRACT Thin walled steel members, such as cold-formed steel
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