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References

1 
ACI Committee 318 , 2019, Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary Farmington Hills, MI, American Concrete Institute (ACI)Google Search
2 
AISC , 2016, Specification for Structural Steel Buildings (ANSI/ AISC 360-16). Chicago, American Institute of Steel Construction (AISC).Google Search
3 
Bradford M. A., Loh H. Y., Uy B., 2000, Local Buckling of Concrete-Filled Circular Steel Tubes, In: Composite Construction in Steel and Concrete IV. Banff (Alberta, Canada): ASCE, pp. 563-572DOI
4 
Bradford M. A., Loh H. Y., Uy B., 2002, Slenderness Limits for Filled Circular Steel Tubes, Journal of Constructional Steel Research, Vol. 58, No. 2, pp. 243-252DOI
5 
CEN. , 2004, Eurocode 4: Design of Cmposite Steel and Concrete Structures - Part 1-1: General Rules and Rules for Buildings. London, UK, European Committee for Standardization (CEN), British Standards Institute (BSI).Google Search
6 
Ekmekyapar T., 2016, Experimental Performance of Concrete Filled Welded Steel Tube Columns, Journal of Constructional Steel Research, Vol. 117, pp. 175-184DOI
7 
Huang C. S., Yeh Y.-K., Liu G.-Y., Hu H.-T., 2002, Axial Load Behavior of Stiffened Concrete-Filled Steel Columns, Journal of Structural Engineering, Vol. 128, No. 9, pp. 1222-1230DOI
8 
Johansson M., 2002, The Efficiency of Passive Confinement in CFT Columns, Steel and Composite Structures, Vol. 2, No. 5, pp. 379-396URL
9 
KATS , 2017a, Test Pieces for Tensile Test for Metallic Materials (KS B 0801). Seoul, Korea, Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA), pp. 1-14Google Search
10 
KATS. , 2017b, Standard Test Method for Compressive Strength of Concrete (KS F 2405). Seoul, Korea, Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA)Google Search
11 
KATS , 2018, Method of Tensile Test for Metallic Materials (KS B 0802). Seoul, Korea, Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA), pp. 1-7Google Search
12 
KATS. , 2019, Standard Test Method for Making and Curing Concrete Specimens (KS F 2403). Seoul, Korea, Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA)Google Search
13 
Khan M., Uy B., Tao Z., Mashiri F., 2017, Behaviour and Design of Short High-Strength Steel Welded Box and Concrete-Filled Tube (CFT) Sections, Engineering Structures, Vol. 147, pp. 458-472DOI
14 
Kitada T., 1998, Ultimate Strength and Ductility of State-of-the-Art Concrete Filled Steel Bridge Piers In Japan, Engineering Structures, Vol. 20, No. 4-6, pp. 347-354DOI
15 
Lai Z., Varma A. H., 2018, High-Strength Rectangular CFT Members: Database, Modeling, and Design of Short Columns, Journal of Structural Engineering, Vol. 144, No. 5DOI
16 
Lee S. H., Kim S. H., Bang J. S., Won Y. A., Choi S. M., 2011, Structural Characteristics of Welded Built-Up Square Concrete Filled Tubular Stub Columns Associated with Concrete Strength, Procedia Engineering, Vol. 14, pp. 1140-1148DOI
17 
Liang W., Dong J. F., Yuan S. C., Wang Q. Y., 2017, Behavior of Self-Compacting Concrete-Filled Steel Tube Columns with Inclined Stiffener Ribs Under Axial Compression, Strength of Materials, Vol. 49, No. 1, pp. 125-132DOI
18 
Ling Y., Feng W., Zhao J., Li Y., 2014, Study on the Ultimate Bearing Capacity of Concrete Filled Steel Square Tubular Short Column with PBL, Advanced Materials Research, Vol. 941, pp. 770-775DOI
19 
Lu Y. Q., Kennedy D. L., 1994, The Flexural Behaviour of Concrete-Filled Hollow Structural Sections, Canadian Journal of Civil Engineering, Vol. 21, No. 1, pp. 111-130DOI
20 
MOLIT , 2017, Design of Steel Structures (LRFD) (KDS 14 31 10: 2017). Sejong, Korea, Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)Google Search
21 
MOLIT , 2021, Design of Composite Steel and Concrete Structures (KDS 14 20 66: 2021). Sejong, Korea, Ministry of Land, Infrastructure and Transport (MOLIT)Google Search
22 
Nakamura H., Higai T., 1999, Compressive Fracture Energy and Fracture Zone Length of Concrete, JCI-C51E, Vol. 2, pp. 259-272Google Search
23 
Petrus C., Hamid H. A., Ibrahim A., Parke G., 2010, Experimental Behaviour of Concrete Filled Thin Walled Steel Tubes with Tab Stiffeners, Journal of Constructional Steel Research, Vol. 66, No. 7, pp. 915-922DOI
24 
Qiao Q., Zhang X., Hu J., 2015, A Study on Shear Connectors of Square Concrete Filled Steel Tubes, International Journal of Structural and Civil Engineering Research, Vol. 4, No. 3, pp. 254-258DOI
25 
Tao Z., Han L. H., Wang Z. B., 2005, Experimental Behaviour of Stiffened Concrete-Filled Thin-Walled Hollow Steel Structural (HSS) Stub Columns, Journal of Constructional Steel Research, Vol. 61, No. 7, pp. 962-983DOI
26 
Tao Z., Han L. H., Wang Z. B., 2008, Strength and Ductility of Stiffened Thin-Walled Hollow Steel Structural Stub Columns Filled with Concrete, Thin-Walled Structures, Vol. 46, No. 10, pp. 1113-1128DOI
27 
Uy B., Das S., 1997, Wet Concrete Loading of Thin-Walled Steel Box Columns during the Construction of a Tall Building, Journal of Constructional Steel Research, Vol. 42, No. 2, pp. 95-119DOI
28 
Uy B., Das S., 1999, Bracing of Thin Walled Steel Box Columns during Pumping of Wet Concrete in Tall Buildings, Thin-Walled Structure, Vol. 33, No. 2, pp. 127-154DOI
29 
Wang Z. B., Tao Z., Han L. H., Uy B., Lam D., Kang W. H., 2017, Strength, Stiffness and Ductility of Concrete- Filled Steel Columns under Axial Compression, Engineering Structures, Vol. 135, pp. 209-221DOI
30 
Yang Y. L., Zhang J. S., Wang Y. Y., 2013, Experimental Research on Static Behavior of Stiffened Square Concrete- Filled Steel Tubular Columns Subjected to Axial Load, Applied Mechanics and Materials, Vol. 275, pp. 1049-1057DOI
31 
Zhu A., Zhang X., Zhu H., Zhu J., Lu Y., 2017, Experimental Study of Concrete Filled Cold-Formed Steel Tubular Stub Columns, Journal of Constructional Steel Research, Vol. 134, No. 17-27DOI