Abstract

Abstract: A seismic wall is a lateral load resistance system used in high-rise buildings in earthquake-prone areas. The aim of the current research is to investigate the shear behavior of his SPSW using finite element method techniques. SPSW modeling and structural analysis are performed in software ANSYS 18. Critical areas of high stress and deformation are determined from the FEM analysis. The mode shapes and natural frequencies of SPSW are determined. Both structural and modal analyses, the highest deflection was observed at the top plate of the SPSW, indicating that this is the most fragile region under static and dynamic loading conditions

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