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Limited Component Evaluation of the Effect of Regular Cavities on the Sheet Metal Element of the Steel Plate Shear Wall

Authors: Seyyed Abbas Mojtabavi, Mojtaba Fatzaneh Moghadam, Masoud Mahdavi


Steel Metal Shear Wall is one of the most common and widely used energy dissipation systems in structures, which is used today as a damping system due to the increase in the construction of metal structures. In the present study, the shear wall of the steel plate with dimensions of 5×3 m and thickness of 0.024 m was modeled with 2 floors of total height from the base level with finite element method in Abaqus software. The loading is done as a concentrated load at the upper point of the shear wall on the second floor based on step type buckle. The mesh in the model is applied in two directions of length and width of the shear wall, equal to 0.02 and 0.033, respectively, and the mesh in the models is of sweep type. Finally, it was found that the steel plate shear wall with cavity (CSPSW) compared to the SPSW model, S (Mises), Smax (In-Plane Principal), Smax (In-Plane Principal-ABS), Smax (Min Principal) increased by 53%, 70%, 68% and 43%, respectively. The presence of cavities has led to an increase in the estimated stresses, but their presence has caused critical stresses and critical deformations created to be removed from the inner surface of the shear wall and transferred to the desired sections (regular cavities) which can be suggested as a solution in seismic design and improvement of the structure to transfer possible damage during the earthquake and storm to the desired and pre-designed location in the structure.

Keywords: Steel plate shear wall, Abacus software, finite element method, boundary element, seismic structural improvement, Von misses Stress.

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[1] H. R. Ashrafi, P. Beiranvand, M. Pouraminian, M. Sadat, “Examining the impact of sheet placement and changes in waves characteristics on behavior of wavy steel shear wall”, Case Studies in Construction Materials 9, e00180, 2018
[2] A. Deylami, J. Rowghani Kashani, “Analysis and Design of Steel Plate Shear, Walls Using Orthotropic Membrane Model”, The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction, 2011.
[3] Li1ab. C. H., Tsai. K. C., Chang. J. T., LIN, C. H, “Cyclic Test of a Coupled Steel Plate Shear Wall Substructure”, the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction, Procedia Engineering 14, pp. 582-589, 2011.
[4] R.G. Driver, E. Kulak, DJL. Kennedy, “Cyclic tests off our-story steel plate shear wall”, ASCE J Struct Eng, 124(2), pp.112–20, 1998.
[5] Elgaaly M. “Thin steel plate shear walls behavior and analysis”, Thin Walled Struct,; 32, pp:151–80., 1998.
[6] S. Sabouri., A. Mamazizi, “Experimental investigation on stiffened steel plate shear walls with two rectangular openings”, 2015.
[7] M. Elgaaly, V. Caccese, “Steel plate shear walls post-buckling behavior under cyclic loads”, Proceedings of fourth U.S. national conferences on earthquake engineering, California, 1990.
[8] R. Chana, F. Albermani, S. Kitipornchai, “Stiffness and Strength of Perforated Steel Plate ShearWall”, the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction, Procedia Engineering 14, 675 – 679, 2011.
[9] A. Farzampour, M. Yekrangnia, “On the Behavior of Corrugated Steel Shear Walls with and without Openings”, Second European Conference on Earthquake Engineering and Seismology, Istanbul, 2014.
[10] U. Ashish, R. Harshalata, Effect of Steel Plate Shear Wall on Behavior of Structure, International Journal of Civil Engineering Research, ISSN 2278-3652 Volume 5, Number 3, pp. 295-300, 2014.
[11] S. Sabouri, S. Mamazizi, “Experimental investigation on stiffened Steel plate shear walls with two rectangular openings”, Thin-Walled Structures, Volume 86, Pages 56-66, 2015.