[1] Pourmahdi, S., Rakan-Nasrabadi, T., Cheraghi, K., and Haghollahi, A. (2025), "Numerical Study of Cyclic Behavior of Single-Layer Flat-Corrugated Steel Shear Walls", Asian Journal of Civil Engineering, 26(12), pp.5049-5068.
[2] Rakan-Nasrabadi, T., Pourmahdi-Tazeabadi, S., Karimi-Gabalou, S., and Haghollahi, A. (2025), "Investigating Lateral Behavior of the Hybrid System of Flat Steel Shear Walls and Cold-Formed
S-Shaped Steel Plate Dampers under Cyclic Loading", Iranian Journal of Science and Technology, Transactions of Civil Engineering, 49(4), pp.3927-3951.
[3] Dou, C., Xie, C., Wang, Y., and Yang, N. (2023), "Cyclic Loading Test and Lateral Resistant Behavior of Flat-Corrugated Steel Plate Shear Walls", Journal of Building Engineering, 66, p.105831.
[4] Guo, L., Hou, J., Li, Z., and Zhang, S. (2020), "Hysteretic Analysis and a Simplified Model of Buckling Restrained Steel Plate Shear Walls", International Journal of Steel Structures, 20(1), pp.121-135.
[5] Cheng, Y., He, H., Sun, H., and Li, J. (2024), "Seismic Experiment and Performance Analysis on Embedded Optimized Steel Plate-Reinforced Concrete Composite Shear Wall under Multi-Dimensional Loading", Journal of Building Engineering, 98, p.111087.
[6] Qiu, J., Zhao, Q., Yu, C., and Wang, Z. (2022), "Lateral Behavior of Trapezoidally Corrugated Wall Plates in Steel Plate Shear Walls, Part 2: Shear Strength and Post-Peak Behavior", Thin-Walled Structures, 174, pp.109103.
[7] Zhu, B.L., Liu, W.C., Hou, J., and Guo, Y.L. (2025), Simplified Shear-Resistant Computational Model of Vertically Corrugated Steel Plate Shear Wall Embedded in Frame Structure", In Structures, 75, p.108817.
[8] Hosseinzadeh, L., Emami, F., and Mofid, M. (2017), "Experimental Investigation on the Behavior of Corrugated Steel Shear Wall Subjected to the Different Angle of Trapezoidal Plate", The Structural Design of Tall & Special Buildings, 26(17), p.e1390.
[9] Emami, F., and Mofid, M. (2014), "On the Hysteretic Behavior of Trapezoidally Corrugated Steel Shear Walls", The Structural Design of Tall & Special Buildings, 23(2), pp.94-104.
[10] Dadmanesh, M., and Mofid, M. (2024), "On the Probabilistic Seismic Damage Assessment of Trapezoidally Corrugated Steel Plate Shear Walls", Results in Engineering, 24, p.102971.
[11] Noruzi, A.H., and Jalaeefar, A. (2024), "Effect of Corrugated Plate Arrangements on the Performance of Steel Shear Wall Frames", In Structures, 66, p.106871.
[12] Wen, C.B., Zuo, J.Q., Zhu, B.L., Sun, H.J., Guo, Y.L., Zheng, W.J., and Deng, L.L. (2024), "Shear Resistance Design of Prefabricated Corrugated Steel Plate Shear Walls with Reinforced Boundary Elements", In Structures, 68, p.107067.
[13] Cao, Q., Huang, J., Gu, B., Li, D., and Huang, J. (2024), "Experimental and Numerical Study on Hysteretic Behaviour of Corrugated Steel Plate Shear Walls under Lateral Loads", Journal of Building Engineering, 82, p.108297.
[14] Nouri, G., Rayegani, A., Nemati, F., and Eftekhar, G.H. (2023), "Experimental and Numerical Analyses of Perforated Corrugated Steel Shear Walls", KSCE Journal of Civil Engineering, 27(12), pp.5281-5293.
[15] Emami, F., Mofid, M., and Vafai, A. (2013), "Experimental Study on Cyclic Behavior of Trapezoidally Corrugated Steel Shear Walls", Engineering Structures, 48, pp.750-762.
[16] Qiu, J., Zhao, Q., Yu, C., and Li, Z. (2018), "Experimental Studies on Cyclic Behavior of Corrugated Steel Plate Shear Walls", Journal of Structural Engineering, 144(11), p.04018200.
[17] Zand, S.M.D., Kalatjari, V., and Attari, N.K. (2024), "Cyclic Behavior of New Steel Plate Shear Walls Reinforced with Trapezoidal Corrugated Plates", Periodica Polytechnica Civil Engineering, 68(1), pp.337-348.
[18] Tong, J.Z., Wu, R.M., Xu, Z.Y., and Guo, Y.L. (2023), "Subassemblage Tests on Seismic Behavior of Double-Corrugated-Plate Shear Walls", Engineering Structures, 276, p.115341.
[19] Tong, J., Wu, R., and Wang, L. (2023), "Experimental and Numerical Investigations on Seismic Behavior of Stiffened Corrugated Steel Plate Shear Walls", Earthquake Engineering & Structural Dynamics, 52(12), pp.3551-3574.
[20] Tong, J.Z., Guo, Y.L., and Pan, W.H. (2020), "Ultimate Shear Resistance and Post-Ultimate Behavior of Double-Corrugated-Plate Shear Walls", Journal of Constructional Steel Research, 165, p.105895.
[21] Feng, L., Yang, H., Wang, J.O.Q., and Sune, M. (2025), "Shear Resistance and Design of Horizontally-Placed Stiffened Corrugated Steel Plate Shear Walls", Steel & Composite Structures, 55(6), p.473.
[22] Feng, L., Sun, T., and Ou, J. (2021), "Method of Determining the Minimum Number of Stiffeners for Stiffened Corrugated Steel Walls", In Structures, 34, pp.3487-3500.
[23] Feng, L., Yang, H., and Ou, J. (2024), "Experimental and Numerical Study on Vertically-Placed Stiffened Corrugated Steel Plate Shear Walls", Journal of Constructional Steel Research, 219, p.108765.
[24] Tong, J.Z., Guo, Y.L., Zuo, J.Q., and Gao, J.K. (2020), "Experimental and Numerical Study on Shear Resistant Behavior of Double-Corrugated-Plate Shear Walls", Thin-Walled Structures, 147, p.106485.
[25] Deng, R., Yang, J.D., Wang, Y.H., Li, Q.Q., and Tan, J.K. (2022), "Cyclic Shear Performance of Built-Up Double-Corrugated Steel Plate Shear Walls: Experiment and Simulation", Thin-Walled Structures, 181, p.110077.
[26] Wang, T., Zha, Z., Bai, Y., Guo, T., Gao, J., and Ma, J. (2025), "Seismic Performance of a Novel Replaceable Bolted Built-Up Double Corrugated Steel Plate Shear Wall", Thin-Walled Structures, p.113871.
[27] Ghodratian-Kashan, S.M., and Maleki, S. (2021), "Numerical Investigation of Double Corrugated Steel Plate Shear Walls", Journal of Civil Engineering & Construction, 10(1), pp.44-58.
[28] Ghodratian-Kashan, S.M., and Maleki, S. (2022), "Experimental Investigation of Double Corrugated Steel Plate Shear Walls", Journal of Constructional Steel Research, 190, p.107138.
[29] Hu, Y., and Yan, X. (2025), "Investigation of the Lateral Performance of Trapezoidal Double Corrugated Steel Shear Walls with Two Different Corrugation Angles", Journal of Engineering & Applied Science, 72(1), p.21.
[30] Lv, P. (2024), Investigating the Behavior of a Steel Shear Wall Consisting of a Corrugated and Flat Plate with Fully and Semi Connections to Boundary Elements", Multiscale & Multidisciplinary Modeling, Experiments & Design, 7(4), pp.3827-3839.
[31] Lv, P. (2025), "Cyclic Behavior of Two-Layer Flat-CSSWs with Square Opening", International Journal of Steel Structures, 25(3), pp.591-608.
[32] Guan, Z., and Zhang, L. (2025), "On the Hysteretic Behavior of Fully Connected and Beam-Connected Flat-Corrugated Steel Shear Walls with Different Corrugation Angles and Orientations", Electronic Journal of Structural Engineering, 25(2), pp.33-39.
[33] Broujerdian, V., Pahnabi, R., and Ghamari, A. (2023), "Semi-Supported Steel Plate Shear Wall with Oblique Sides", Scientia Iranica A, 30(3), pp.891-901.
[34] Abbaszadeh, A., Ghamari, A., and Broujerdian, V. (2023), "Seismic Behavior of an Innovative Four-Layer Steel Shear Wall", KSCE Journal of Civil Engineering, 27(11), pp.4770-4786.
[35] Nayel, I.H., Ghamari, A., and Broujerdian, V. (2022), On the Behavior of an Innovative Four-Layer Semi-Supported Steel Plate Shear Wall", Case Studies in Construction Materials, 17, p.e01427.
[36] Nayel, I.H., Broujerdian, V., and Ghamari, A. (2022), "Investigating the Behavior of Semi-Supported Steel Plate Shear Walls Compounded of Two Flat and Two Corrugated Plates: a Numerical and Parametrical Study", International Journal of Civil Engineering, 20(10), pp.1197-1210.
[37] Broujerdian, V., Ghamari, A., and Abbaszadeh, A. (2021), "Introducing an Efficient Compound Section for Steel Shear Wall using Flat and Corrugated Plates", In Structures, 33, pp.2855-2871.
[38] Liu, X. (2025), "Investigation of the Lateral Performance of Four-Layer Flat-Corrugated Steel Shear Walls under Cyclic Loading", Sādhanā, 50(2), p.81.
[39] Zhang, S. (2025), "Improving the Structural Performance of Steel Shear Wall Systems with Four-Layer Flat-Corrugated Steel Plates in Construction Engineering", International Journal of Mechanics & Materials in Design, 21(6), pp.1917-1931.
[40] Wu, Z., and Fu, M. (2026), "Comparison of the Performance of Double-Corrugated Steel Shear Walls with Flat-Corrugated Steel Shear Walls under Cyclic Lateral Loading", International Journal for Simulation & Multidisciplinary Design Optimization, 17, p.13.
[41] Zhou, L., Teng, X., and Li, S. (2026), "Seismic Performance of Flat-Corrugated Steel Shear Walls with Different Patterns", In Structures, 86, p.111369.
[42] Krawinkler, H. (2009), "Loading Histories for Cyclic Tests in Support of Performance Assessment of Structural Components", In The 3rd International Conference on Advances in Experimental Structural Engineering, San Francisco.
[43] Prestandard, F.E.M.A., (2000), Commentary for the Seismic Rehabilitation of Buildings (FEMA356). Washington, DC: Federal Emergency Management Agency, 7(2), p.518.
[44] Jouneghani, H.G., Nouri, Y., Memarzadeh, P., Haghollahi, A., and Hemati, E. (2024), "Seismic Performance and Failure Mechanisms Evaluation of Multi-Story Elliptic and Mega-Elliptic Bracing Frames: Experimental and Numerical Investigation", In Structures, 70, p.107658.
[45] Uang, C.M. (1991), "Establishing R (or R w) and C d Factors for Building Seismic Provisions", Journal of Structural Engineering, 117(1), pp.19-28.
[46] Newmark, N.M., and Hall, W.J. (1982), "Earthquake Spectra and Design", Engineering Monographs on Earthquake Criteria.
[47] Sabelli, R., and Bruneau, M. (2007), "Design guide 20: Steel Plate Shear Walls", American Institute of Steel Construction. Chicago, IL, USA.