참고문헌
- Cederwall, K. and Engstrom, B. and Grauers, M. (1990),"High-strength concrete used in composite columns", Proceedings of High-strength Concrete: Second International Symposium, Detroit-USA, 195-214 (ACI SP-121).
- European Committee for Standardization (ECS). (2004),"Eurocode 4: Design of composite steel and concrete structures- Part 1-1: General rules and rules for buildings", Brussels, EN 1994-1-1:2004, 122p.
- Giakoumelis, G. and Lam, D. (2004),"Axial capacity of circular concrete-filled tube columns", J. Constr. Steel Res., 60(7), 1049-1068. https://doi.org/10.1016/j.jcsr.2003.10.001
- Jeong, Y.-Ju and Kim, H.-Y. and Kim, S.-H. (2005),"Partial-interaction analysis with push-out tests", J. Constr. Steel Res., 61(9), 1318-1331. https://doi.org/10.1016/j.jcsr.2005.01.010
- Johansson, M. (2002),"Composite action and confinement effects in tubular steel-concrete columns", Doctoral Thesis, Department of Structural Engineering, Chalmers University of Technology, Sweden, 204p.
- Johansson, M. and Kent Gylltoft (2002),"Mechanical behavior of circular steel?concrete composite stub columns", J. Struct. Eng., 128(8), 1073-1081. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:8(1073)
- Johansson, M. (2003)."Composite action in connection regions of concrete-filled steel tube columns", Steel. Compos. Struct., 3(1).
- Kilpatrick, E. and Rangan, B. V. (1999),"Influence of interfacial shear transfer on behavior of concrete-filled steel tubular columns", ACI Struct. J., 96(4), 642-647.
- Li, A. and Cederwall, K. (1996),"Push-out tests on studs in high strength and normal strength concrete", J. Construct. Steel Res., 36(1), 15-29. https://doi.org/10.1016/0143-974X(94)00036-H
- Parsley, M. A. and Yura, J. A. and Jirsa, J. O. (2000),"Push-out behavior of rectangular concrete-filled steel tubes", Composite and Hybrid Systems, Riyad S. Aboutaha and Joseph M. Bracci ed., ACI., 87-107 (ACI SP-196).
- Roeder, C. W. and Cameron, C. and Brown, C. B. (1999),"Composite action in concrete filled tubes", J. Struct. Eng., 125(5), 477-484. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:5(477)
- Shakir-Khalil, H. (1993a),"Pushout strength of concrete-filled steel hollow sections", The Struct. Eng., 71(31), 230-233.
- Shakir-Khalil, H. (1993b),"Resistance of concrete-filled steel tubes to pushout forces", The Struct. Engineer, 71(13), 234-243.
- Shim, C.-S, Lee, P.-G. and Yoon, T.-Y. (2004),"Static behavior of large stud shear connectors", Eng. Struct., 26(12), 1853-1860. https://doi.org/10.1016/j.engstruct.2004.07.011
- Virdi, K. S. and Dowling, P. J. (1980),"Bond strength in concrete filled steel tubes", Proceedings of IABSEInternational Association for Bridge and Struct, Eng., August, 3, 125-137.
- Yoshioka, Y. (1992),"State of art of composite steel tube and concrete structures in Japan", Proceedings of Japan Workshop on Composite and Hybrid Structures, Berkeley, 119-130.
- Zhao, G. and Li, Y. (2006),"Bond capacity of steel reinforced concrete composite short columns", Proceedings of 2nd International Fib Congress, June, Session 5 - Composite and hybrid structures, Naples-Italy, ID5-7.
피인용 문헌
- State of the art of steel–concrete composite structures in Brazil vol.166, pp.6, 2013, https://doi.org/10.1680/cien.2013.166.6.20
- Post-fire bond between the steel tube and concrete in concrete-filled steel tubular columns vol.67, pp.3, 2011, https://doi.org/10.1016/j.jcsr.2010.09.006
- Analysis of concrete-filled steel tubular columns with "T" shaped cross section (CFTTS) vol.15, pp.1, 2013, https://doi.org/10.12989/scs.2013.15.1.41
- Experimental study on circular concrete filled steel tubes with and without shear connectors vol.16, pp.1, 2014, https://doi.org/10.12989/scs.2014.16.1.097
- Structural behavior of partially encased composite columns under axial loads vol.20, pp.6, 2016, https://doi.org/10.12989/scs.2016.20.6.1305
- Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes vol.130, 2017, https://doi.org/10.1016/j.jcsr.2016.12.012
- Bond behaviors of shape steel embedded in recycled aggregate concrete and recycled aggregate concrete filled in steel tubes vol.17, pp.6, 2014, https://doi.org/10.12989/scs.2014.17.6.929
- Refining bond–slip constitutive relationship between checkered steel tube and concrete vol.79, 2015, https://doi.org/10.1016/j.conbuildmat.2014.12.058
- Study on the Bond-Slip Performance of CFSSTs Based on Push-Out Tests vol.2018, pp.1687-8442, 2018, https://doi.org/10.1155/2018/2959827
- Strength of Reinforced Fibrous Foamed Concrete-Filled Hollow Section vol.936, pp.1662-9752, 2018, https://doi.org/10.4028/www.scientific.net/MSF.936.219
- Tension Chord Model and Flexural Stiffness for Circular CFST in Bending pp.2093-6311, 2019, https://doi.org/10.1007/s13296-018-0096-9
- Transfer of shear stresses at steel-concrete interface vol.12, pp.1, 2019, https://doi.org/10.1002/stco.201800024
- Shear transfer mechanism in connections involving concrete filled steel columns under shear forces vol.28, pp.4, 2007, https://doi.org/10.12989/scs.2018.28.4.449
- Axial strength of modified fibrous foamed concrete-filled hollow section vol.17, pp.2, 2007, https://doi.org/10.1108/wje-08-2019-0237
- Axial behavior of steel reinforced lightweight aggregate concrete columns: Analytical studies vol.38, pp.2, 2007, https://doi.org/10.12989/scs.2021.38.2.223
- Mechanism of load introduction and transfer within steel-encased CFST members with shear connections vol.242, pp.None, 2007, https://doi.org/10.1016/j.engstruct.2021.112576
- Load Transfer Capacity of Bolt Type Shear Connectors for Small Sized CFT Member vol.33, pp.5, 2021, https://doi.org/10.7781/kjoss.2021.33.5.327