[1] TIAN, Z. Ping. W. and Jianwei, J. (2008). Dynamic Response of RPC12-Filled Steel Tubular Columns with High Load Carrying Capacity under Axial Impact Loading. China Trans Tianjin University, 14, 441-449.
[2] Yan, Xi. and Yali, S. (2012). Impact Behaviors of CFT and CFRP Confined CFT Stub Columns. American Society of Civil Engineers, 16, 662-670.
[3] Dass Goel, Manmohan. (2015). Numerical investigation of the axial impact loading behaviour of single, double and stiffened circular tubes. International Journal of Crashworthiness, 1-11.
[4] Mirmomeni, M. Heidarpour, A. Zhao, X.L. Mahaidi, R. and Packer, J. (2016), Size-dependency of concrete-filled steel tubes subject to impact loading. International Journal of Impact Engineering, 100, 90_101.
[5] Rifaie A. Jones, S. Wang, Q. and Guan, Z. (2018). Experimental and numerical study on lateral impact response of concrete filled steel tube columns with end plate connections. International Journal of Impact Engineering, 121, 20-34.
[6] Du, G. Andjelic, A. Li, Z. Lei, Z. and Bie, X. (2018). Residual Axial Bearing Capacity of Concrete-Filled Circular Steel Tubular Columns (CFCSTCs) after Transverse Impact. Mdpi Journal, 93, 1-17.
[7] Xu, W. Zhu, A. and Gao, K. (2018). Parameter Analysis on the Anti-Impact Behavior of PCFT Columns under Lateral Impact Load. In: MATEC Web of Conferences. City: published by EDP Sciences, 1-4.
[8] Huang, L. Gao, C. Yan, L. Yu, T. and Kasal, B. (2018). Experimental and numerical studies of CFRP tube and steel spiral dual-confined concrete composite columns under axial impact loading. Composites, 1-31.
[9] Zhang X. Chen, Y. Shen, X. and Zhu, Y. (2019). Behavior of Circular CFT Columns Subjected to Different Lateral Impact Energy. Mdpi Journal, 34, 1-23.
[10] Zhang, YT. Shan, B. and Xiao, Y. (2019). Axial impact behaviors of stub concrete-filled square steel tubes. Structural Engineering, 1-14.
[11] Zhu, J. Ren, Ch. Zhang, X. Huang, X. and Ye W (2019). Dynamic analysis of cold-formed steel channel-section columns under axial impact loading. Elsevier, Engineering Failure Analysis, 102, 260–269.
[12]LAN, T. Qin, G. Zhuan, J. Wang, Y. Zheng, Q. and Ding, M. (2019). Axial Impact Load of a Concrete-Filled Steel Tubular Member with Axial Compression Considering the Creep Effect. Materials Journal, 1-15.
[13] Ferdynus, M. Kotełko, M. and Urbaniak, M. (2019). Crashworthiness performance of thin-walled prismatic tubes with corner dents under axial impact - Numerical and experimental study. Thin-Walled Structures, 144, 1-13.
[14] Shan, B. Zhang, Y. Monti, G. Li, T. and Xiao, Y. (2020). Axial Impact Behavior of FRP-Confined Concrete Stub
Columns with Square and Circular Cross Section. ASCE, 1-16.
[15] Zhu Zhu, A. Xu, W. Gao, K. Ge, H. and Zhu, J. (2018), Lateral impact response of rectangular hollow and partially concrete-filled steel tubular columns. Thin-Walled Structures, 130, 114–13.