[1] Smith, John, and Alex Coull. Analysis & Design. Wiley and sons, New York, 1991.
[2] Uy, B., and Mark Andrew Bradford. "Local buckling of thin steel plates in composite construction: Experimental and theoretical study." Proceedings of the Institution of Civil Engineers-Structures and Buildings 110, no. 4 (1995): 426-440.
[3] Wright, H. D. "Buckling of plates in contact with a rigid medium." Structural Engineer 71, no. 12 (1993).
[4] Smith, Scott T., M. A. Bradford, and D. J. Oehlers. "Elastic buckling of unilaterally constrained rectangular plates in pure shear." Engineering Structures 21, no. 5 (1999): 443-453.
[5] Smith, Scott Thomas, Mark Andrew Bradford, and Deric John Oehlers. "Local buckling of side-plated reinforced-concrete beams. II: experimental study." Journal of Structural Engineering 125, no. 6 (1999): 635-643.
[6] Smith, Scott Thomas, Mark Andrew Bradford, and Deric John Oehlers. "Local buckling of side-plated reinforced-concrete beams. I: Theoretical study." Journal of Structural Engineering 125, no. 6 (1999): 622-634.
[7] Huang, M-H., and D. P. Thambiratnam. "Analysis of plate resting on elastic supports and elastic foundation by finite strip method." Computers & Structures 79, no. 29-30 (2001): 2547-2557.
[8] Hedayati, P., M. Azhari, A. R. Shahidi, and M. A. Bradford. "On the use of the Lagrange Multiplier Technique for the unilateral local buckling of point-restrained plates, with application to side-plated concrete beams in structural retrofit." Structural Engineering and Mechanics 26, no. 6 (2007): 673-685.
[9] Rahai, A., and F. Hatami. "Evaluation of composite shear wall behavior under cyclic loadings." Journal of constructional steel research 65, no. 7 (2009): 1528-1537.
[10] Rahai, A., and F. Hatami. "Evaluation of composite shear wall behavior under cyclic loadings." Journal of constructional steel research 65, no. 7 (2009): 1528-1537.
[11] Dayyani, Iman, Masih Moore, and Alireza Shahidi. "Unilateral buckling of point-restrained triangular plates." Thin-Walled Structures 66 (2013): 1-8.
[12] Furlong, Richard W. "Strength of steel-encased concrete beam columns." Journal of the Structural Division 93, no. 5 (1967): 113-124.
[13] Furlong, Richard W. "Design of steel-encased concrete beam-columns." Journal of the Structural Division 94, no. 1 (1968): 267-282.
[14] Knowles, Robert B., and Robert Park. "Strength of concrete filled steel columns." Journal of the structural division (1969).
[15] Tomii, Masahide. "Experimental studies on concrete filled steel tubular stub columns under concentric loading." In Proceedings of International Colloquium on Stability of Structures Under Static and Dynamic Loads, SSRC/ASCE/Washington, DC. (1977).
[16] Ge, Hanbin, and Tsutomu Usami. "Strength of concrete-filled thin-walled steel box columns: experiment." Journal of structural engineering 118, no. 11 (1992): 3036-3054.
[17] Ge, H. B., and T. Usami. "Strength analysis of concrete-filled thin-walled steel box columns." Journal of Constructional Steel Research 30, no. 3 (1994): 259-281.
[18] Schneider, Stephen P. "Axially loaded concrete-filled steel tubes." Journal of structural Engineering 124, no. 10 (1998): 1125-1138.
[19] Uy, Brian. "Strength of concrete filled steel box columns incorporating local buckling." Journal of Structural Engineering 126, no. 3 (2000): 341-352.
[20] Uy, Brain. "Strength of short concrete filled high strength steel box columns." Journal of Constructional Steel Research 57, no. 2 (2001): 113-134.
[21] Sakino, Kenji, Hiroyuki Nakahara, Shosuke Morino, and Isao Nishiyama. "Behavior of centrally loaded concrete-filled steel-tube short columns." Journal of structural engineering 130, no. 2 (2004): 180-188.
[22] Liu, Dalin, and Wie-Min Gho. "Axial load behaviour of high-strength rectangular concrete-filled steel tubular stub columns." Thin-Walled Structures 43, no. 8 (2005): 1131-1142.
[23] Roeder, Charles W., Dawn E. Lehman, and Ryan Thody. "Composite action in CFT components and connections." ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC 46, no. 4 (2009): 229-242
[24] Ou, Zhijing, Baochun Chen, Kai H. Hsieh, Marvin W. Halling, and Paul J. Barr. "Experimental and analytical investigation of concrete filled steel tubular columns." Journal of Structural Engineering 137, no. 6 (2011): 635-645..
[25] Abed, Farid, Mohammad AlHamaydeh, and Suliman Abdalla. "Experimental and numerical investigations of the compressive behavior of concrete filled steel tubes (CFSTs)." Journal of Constructional Steel Research 80 (2013): 429-439.
[26] Abdalla, Suliman, Farid Abed, and Mohammad AlHamaydeh. "Behavior of CFSTs and CCFSTs under quasi-static axial compression." Journal of Constructional Steel Research 90 (2013): 235-244.
[27] Wang, Ying-Tao, Jian Cai, and Yue-Ling Long. "Hysteretic behavior of square CFT columns with binding bars." Journal of Constructional Steel Research 131 (2017): 162-175.
[28] Wang, Zhi-Bin, Zhong Tao, Lin-Hai Han, Brian Uy, Dennis Lam, and Won-Hee Kang. "Strength, stiffness and ductility of concrete-filled steel columns under axial compression." Engineering Structures 135 (2017): 209-221.
[29] Liang, Qing Quan. "Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression." Engineering Structures 131 (2017): 639-650.
[30] Dong, C. X., A. K. H. Kwan, and J. C. M. Ho. "A constitutive model for predicting the lateral strain of confined concrete." Engineering Structures 91 (2015): 155-166.
[31] Liang, Qing Quan, Brian Uy, and JY Richard Liew. "Local buckling of steel plates in concrete-filled thin-walled steel tubular beam–columns." Journal of Constructional Steel Research 63, no. 3 (2007): 396-405.
[32] Chen, Cheng-Cheng, Jen-Wen Ko, Guo-Luen Huang, and Ying-Muh Chang. "Local buckling and concrete confinement of concrete-filled box columns under axial load." Journal of Constructional Steel Research 78 (2012): 8-21.
[33] Cai, Jian, and Zhen-Qiang He. "Axial load behavior of square CFT stub column with binding bars." Journal of Constructional Steel Research 62, no. 5 (2006): 472-483..
[34] Cai, Jian, and Yue-ling Long. "Local buckling of steel plates in rectangular CFT columns with binding bars." Journal of Constructional Steel Research 65, no. 4 (2009): 965-972.
[35] Long, Yue-Ling, and Lin Zeng. "A refined model for local buckling of rectangular CFST columns with binding bars." Thin-Walled Structures 132 (2018): 431-441.
[36] Wan, Jun, Jian Cai, Yue-Ling Long, and Qing-Jun Chen. "Local buckling of rectangular concrete-filled steel tubular columns with binding bars under eccentric compression." Advances in Structural Engineering (2020): 1369433220911117.
[37] Bleich, Friedrich. "Buckling strength of metal structures." Mc Graw-Hill Book Company, Inc., Cardnr. 51-12588 (1952).