1. Huang, S.-T., Y.-S. Huang, A. He, X.-L. Tang, Q.-J. Chen, X. Liu, and J. Cai (2018), “Experimental study on seismic behaviour of an innovative composite shear wall“, (in Journal of Constructional Steel Research, vol. 148, pp. 165-179.
2. Astaneh-Asl, A., Seismic behavior and design of composite steel plate shear walls. 2002: Structural Steel Educational Council Moraga, CA, USA.
3. Gharaei-Moghaddam, N., M. Meghdadian, and M. Ghalehnovi (2023), “Innovations and advancements in concrete-encased steel shear walls: A comprehensive review“, (in Results in Engineering, p. 101351.
4. Zhao, Q. and A. Astaneh-Asl (2004), “Cyclic behavior of traditional and innovative composite shear walls“, (in Journal of Structural Engineering, vol. 130, no. 2, pp. 271-284.
5. Rahai, A. and F. Hatami (2009), “Evaluation of composite shear wall behavior under cyclic loadings“, (in Journal of Constructional Steel Research, vol. 65, no. 7, pp. 1528-1537.
6. Wang, B., H. Jiang, and X. Lu (2017), “Seismic performance of steel plate reinforced concrete shear wall and its application in China Mainland“, (in Journal of Constructional Steel Research, vol. 131, pp. 132-143.
7. Qi, Y., Q. Gu, G. Sun, B. Zhao, and H. Wang (2019), “Concrete panel thickness demand for the design of composite steel plate shear wall“, (in The Structural Design of Tall and Special Buildings, vol. 28, no. 8,
8. Kim, S., T. Moon, and S.J. Kim (2020), “Effect of uncertainties in material and structural detailing on the seismic vulnerability of RC frames considering construction quality defects“, (in Applied Sciences, vol. 10, no. 24, p. 8832.
9. Wang, D., Y. Zhang, Y. Zhu, C. Wu, Y. Zhou, and Q. Han (2021), “Mechanical performance of sustainable modular prefabricated composite shear panels under cyclic loading“, (in Journal of Constructional Steel Research, vol. 179,
10. Yang, X., L. Xu, and J. Pan (2021), “Mechanical behavior of full-scale composite steel plate shear wall restrained by ECC panels“, (in Journal of Building Engineering, vol. 44,
11. Najm, H.M., A.M. Ibrahim, M.M.S. Sabri, A. Hassan, S. Morkhade, N.S. Mashaan, M.M.A. Eldirderi, and K.M. Khedher (2022), “Evaluation and Numerical Investigations of the Cyclic Behavior of Smart Composite Steel–Concrete Shear Wall: Comprehensive Study of Finite Element Model“, (in Materials, vol. 15, no. 13, p. 4496.
12. Javadi, M., E.I. Saavedra Flores, S.J. Yanez, S. Avudaiappan, J.C. Pina, and C.F. Guzmán (2023), “Investigation of the influence of design parameters on the strength of steel–concrete composite shear walls by finite element simulations“, (in Buildings, vol. 13, no. 1, p. 187.
13. Guan, M., X. Wang, J. Heng, M. Sha, and H. Du. Parametric study on lateral behaviour of composite shear walls with high-strength manufactured sand concrete. in Structures. 2023. Elsevier.
14. Arabzadeh, A., M. Soltani, and A. Ayazi (2011), “Experimental investigation of composite shear walls under shear loadings“, (in Thin-Walled Structures, vol. 49, no. 7, pp. 842-854.
15. “ATC-24.Guide lines for Seismic testing of components of steel structures. Report 24, Applied Technology Council. Redwood City:CA;1992.“, (in
16. AISC 314-16, Seismic Provisions for Structural Steel Buildings. 2016, 130 East Randolph Street, Suite 2000, Chicago, Illinois.
17. Chaboche, J., K.D. Van, and G. Cordier (1979), “Modelization of the strain memory effect on the cyclic hardening of 316 stainless steel“, (in
18. Kaufmann, E., B. Metrovich, and A. Pense (2001), “Characterization of cyclic inelastic strain behavior on properties of A572 Gr. 50 and A913 Gr. 50 rolled sections“, (in
19. Chaboche, J.-L. (2008), “A review of some plasticity and viscoplasticity constitutive theories“, (in International journal of plasticity, vol. 24, no. 10, pp. 1642-1693.
20. Hedayat, A.A., E.A. Afzadi, and A. Iranpour. Prediction of the bolt fracture in shear using finite element method. in Structures. 2017. Elsevier.
21. Morrison, M., S. Quayyum, and T. Hassan (2017), “Performance enhancement of eight bolt extended end-plate moment connections under simulated seismic loading“, (in Engineering Structures, vol. 151, pp. 444-458.
22. Lubliner, J., J. Oliver, S. Oller, and E. Oñate (1989), “A plastic-damage model for concrete“, (in International Journal of solids and structures, vol. 25, no. 3, pp. 299-326.
23. Hibbitt, Karlsson, and Sorensen, ABAQUS: theory manual. Vol. 2. 1997: Hibbitt, Karlsson & Sorensen.
24. Alfarah, B., F. López-Almansa, and S. Oller (2017), “New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures“, (in Engineering Structures, vol. 132, pp. 70-86.
25. Wei, M.-W., J.R. Liew, and X.-Y. Fu (2017), “Panel action of novel partially connected buckling-restrained steel plate shear walls“, (in Journal of Constructional Steel Research, vol. 128, pp. 483-497.
26. Meghdadaian, M. and M. Ghalehnovi (2019), “Improving seismic performance of composite steel plate shear walls containing openings“, (in Journal of Building Engineering, vol. 21, pp. 336-342.
27. Mei, C., Y. Zhang, D. Wang, C. Wu, and Y. Xu. Parameter optimal investigation of modular prefabricated two-side connected buckling-restrained steel plate shear wall. in Structures. 2021. Elsevier.
28. Pedregosa, F. (2011), “Scikit‐learn: Machine learning in python Fabian“, (in Journal of machine learning research, vol. 12, p. 2825.
29. Chen, T. and C. Guestrin. Xgboost: A scalable tree boosting system. in Proceedings of the 22nd acm sigkdd international conference on knowledge discovery and data mining. 2016.