出版社：The International Institute for Science, Technology and Education (IISTE)
摘要：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.
关键词：steel plate shear wall(SPSW); staad pro V8i; IS 18932002.
