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1 Rashid, Y. R., "Ultimate strength analysis of prestressed concrete pressure vessels" 7 (7): 334-344, 1968
2 Razzaghi, M. S., "The effects of internal and external stiffeners on hysteretic behavior of steel beam to CFT column connections" 27 (27): 1005-1014, 2014
3 Kiamanesh, R., "The effect of stiffeners on the strain patterns of the welded connection zone" 66 (66): 19-27, 2010
4 Liping Kang, "Shear strength analyses of internal diaphragm connections to CFT columns" 국제구조공학회 18 (18): 1083-1101, 2015
5 Ghobadi, M. S., "Seismic performance of ductile welded connections using T-stiffener" 65 (65): 766-775, 2009
6 Zhang, D., "Seismic behaviour of steel beam to circular CFST column assemblies with external diaphragms" 76 : 155-166, 2012
7 Liu, J., "Seismic behaviour of square CFT beam-columns under biaxial bending moment" 64 (64): 1473-1482, 2008
8 Shin, K. J., "Seismic behaviour of composite concrete-filled tube column-tobeam moment connections" 64 (64): 118-127, 2008
9 Wu, L. Y., "Seismic behavior of bidirectional bolted connections for CFT columns and H-beams" 29 (29): 395-407, 2007
10 Lee, C.H., "Punching shear strength and post-punching behavior of CFT column to RC flat plate connections" 64 (64): 418-428, 2008
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