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1 Zhao, X. L., "Void-filled rectangular hollow section braces subjected to large deformation cyclic axial loading" 128 (128): 746-753, 2002
2 Liu, D., "Ultimate capacity of high-strength rectangular concrete-filled steel hollow section stub columns" 59 (59): 1499-1515, 2003
3 Chakrabarty, J., "Theory of Plasticity" McGraw-Hill Book Co 1998
4 Fuyun Huang, "The structural performance of axially loaded CFST columns under various loading conditions" 국제구조공학회 13 (13): 451-471, 2012
5 Han, L. H., "Tests on stub columns of concrete-filled RHS sections" 58 (58): 353-372, 2002
6 Fujimoto, T., "Test results of CFT beam-to-column connection" 59 (59): 405-426, 2003
7 Arivalagan. S., "Study on concrete– filled steel member subjected to cyclic loading" 1 (1): 458-465, 2010
8 Wang, J. F., "Structural performance of blind bolted end plate joints to concrete-filled thin-walled steel tubular columns" 60 : 54-68, 2012
9 Furlong, R. W., "Strength of steel encased concrete beamcolumns" 93 (93): 115-130, 1967
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