Parametric Study of Steel Frame Building with and without Steel Plate Shear Wall

Prashant Topalakatti, Prabhu M. Kinagi


The present paper describes the analysis of high-rise steel buildings frames with and without Steel plate shear walls (SPSWs) by using STAAD PRO V8i FEA programme. The primary variable in the analysis were presence of steel plate shear walls thickness of plate (6 mm to 18 mm). The main parameters are consider deflection, shear force, bending moment, axial force. The models are analyze by equivalent static analysis as per IS 1893:2002.

Keywords: steel plate shear wall(SPSW), staad pro V8i, IS 1893:2002.


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ISSN (Paper)2224-5790 ISSN (Online)2225-0514

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