Seismic Evaluation of New Steel Infill Panels for Steel Shear Walls

Ali Joharchi, Siti Aminah Osman, Mohd Yazmil Md Yatim, Mohammad Ansari


Corrugated Steel Shear Wall (CSSW) is an efficient shear wall system, which has higher energy dissipation capacity, ductility and stiffness when compared to the Steel Plate Shear Wall (SPSW) with flat infill plate. Despite of these advantages, the ultimate load of CSSW is lower than that of SPSW. Various studies conducted to improve the cyclic behavior of CSSW revealed that increasing corrugation angle might enhance energy dissipation capacity and toughness of CSSWs. However, the ultimate load of CSSW was not improved by increasing the corrugation angle. Thus, the current study proposed new corrugated infill panel schemes to improve the ultimate load of CSSWs. To this end, Finite Element (FE) models were established using ABAQUS/Standard and verified with the experimental results from previous researches. The corrugation angle of the proposed plates was found based on a numerical investigation on seven CSSW FE models with the corrugation angle ranges from 30° to 120°. The FE results revealed that the model with the corrugation angle of 120 achieved highest ultimate load, energy dissipation capacity and toughness amongst the CSSW models. In addition, the ultimate loads, energy dissipation capacities and toughness of the proposed infill plates were up to 11.8%, 53.9% and 8.8% respectively higher than those of CSSW model with the corrugation angle of 120°. Furthermore, the proposed infill plates use up to 13.4% lower amount of steel compared to the corrugated plate with the corrugation angle of 120.


Doi: 10.28991/cej-2021-03091678

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Steel Plate Shear Wall; Corrugated Steel Plate; Corrugation Angle; Cyclic Loading, Finite Element.


Yu, Jin-Guang, Li-Ming Liu, Bo Li, Ji-Ping Hao, Xi Gao, and Xiao-Tian Feng. “Comparative Study of Steel Plate Shear Walls with Different Types of Unbonded Stiffeners.” Journal of Constructional Steel Research 159 (August 2019): 384–396. doi:10.1016/j.jcsr.2019.05.007.

Wang, Meng, Xiaokang Zhang, Lu Yang, and Weiguo Yang. “Cyclic Performance for Low-Yield Point Steel Plate Shear Walls with Diagonal T-Shaped-Stiffener.” Journal of Constructional Steel Research 171 (August 2020): 106163. doi:10.1016/j.jcsr.2020.106163.

Haddad, Omid, N. H. Ramli Sulong, and Z. Ibrahim, “Cyclic performance of stiffened steel plate shear walls with various configurations of stiffeners.” Journal of Vibroengineering 20 (February 2018): 459–476.

Bahrebar, Milad, James B.P. Lim, George Charles Clifton, Tadeh Zirakian, Amir Shahmohammadi, and Mohammad Hajsadeghi. “Perforated Steel Plate Shear Walls with Curved Corrugated Webs Under Cyclic Loading.” Structures 24 (April 2020): 600–609. doi:10.1016/j.istruc.2020.01.047.

Hosseinpour, Emad, Shahrizan Baharom, and Yasser Yadollahi. “Evaluation of Steel Shear Walls Behavior with Sinusoidal and Trapezoidal Corrugated Plates.” Advances in Civil Engineering 2015 (2015): 1–11. doi:10.1155/2015/715163.

Shon, Su-Deok, Mi-Na Yoo, Seung-Jae Lee, and Joo-Won Kang. “A Comparative Study on Shear Buckling and Interactive Buckling Characteristics of Trapezoidal and Sinusoidal Corrugated Steel Plate.” Journal of the Architectural Institute of Korea Structure & Construction 31, no. 4 (April 30, 2015): 39–46. doi:10.5659/jaik_sc.2015.31.4.39.

Berman, Jeffrey W., and Michel Bruneau. “Experimental Investigation of Light-Gauge Steel Plate Shear Walls.” Journal of Structural Engineering 131, no. 2 (February 2005): 259–267. doi:10.1061/(asce)0733-9445(2005)131:2(259).

Shon, Sudeok, Mina Yoo, and Seungjae Lee. “An Experimental Study on the Shear Hysteresis and Energy Dissipation of the Steel Frame with a Trapezoidal-Corrugated Steel Plate.” Materials 10, no. 3 (March 6, 2017): 261. doi:10.3390/ma10030261.

Emami Fereshteh, Massood Mofid, and Abolhassan Vafai. “Experimental Study on Cyclic Behavior of Trapezoidally Corrugated Steel Shear Walls.” Engineering Structures 48 (March 2013): 750–762. doi:10.1016/j.engstruct.2012.11.028.

Farzampour, Alireza, Iman Mansouri, and Jong Wan Hu. “Seismic Behavior Investigation of the Corrugated Steel Shear Walls Considering Variations of Corrugation Geometrical Characteristics.” International Journal of Steel Structures 18 (July 2018): 1297–1305. doi:10.1007/s13296-018-0121-z.

Bahrebar, Milad, Mohammad Zaman Kabir, Tadeh Zirakian, Mohammad Hajsadeghi, and James B.P. Lim. “Structural Performance Assessment of Trapezoidally-Corrugated and Centrally-Perforated Steel Plate Shear Walls.” Journal of Constructional Steel Research 122 (July 2016): 584–594. doi:10.1016/j.jcsr.2016.03.030.

Bahrebar, Milad, Tadeh Zirakian, and Mohammad Hajsadeghi. “Nonlinear Buckling Analysis of Steel Plate Shear Walls with Trapezoidally-Corrugated and Perforated Infill Plates.” In Proceedings of the Annual Stability Conference, Structural Stability Research Council (2015).

Hosseinzadeh, Leila, Fereshteh Emami, and Masood Mofid. “Experimental Investigation on the Behavior of Corrugated Steel Shear Wall Subjected to the Different Angle of Trapezoidal Plate.” The Structural Design of Tall and Special Buildings 26, no. 17 (July 2017): e1390. doi:10.1002/tal.1390.

Fadhil, Hayder, Amer Ibrahim, and Mohammed Mahmood. “Effect of Corrugation Angle and Direction on the Performance of Corrugated Steel Plate Shear Walls.” Civil Engineering Journal 4 (November 2018): 2667. doi:10.28991/cej-03091190.

Berman, Jeffrey, and Michel Bruneau. "Plastic analysis and design of steel plate shear walls." Journal of Structural Engineering 129, no. 11 (2003): 1448-1456. doi:10.1061/(ASCE)0733-9445(2003)129:11(1448)

Lv, Yang, Ling Li, Di Wu, Bo Zhong, Yu Chen, and Nawawi Chouw. “Experimental Investigation of Steel Plate Shear Walls Under Shear-Compression Interaction.” Shock and Vibration 2019 (March 18, 2019): 1–11. doi:10.1155/2019/8202780.

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DOI: 10.28991/cej-2021-03091678


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