참고문헌
- AISC Committee (2007), Steel Construction Manual, 14th ed., American Institute of Steel Construction, Chicago, Illinois, USA.
- Astaneh, A., Bergsma, G., Shen, J. H. (1992), "Behavior and Design of Base Plates for Gravity, Wind and Seismic Loads," Proceeding of the AISC National Steel Construction Conference
- Choi, J. W., Seo, S. H., Park, J. S., Joo, H. J., Yoon, S. J. (2013), "The Structural Behavior of Eccentrically Loaded Hybrid FRP-Concrete Composite Columns," Journal of the Korean Society for Advanced Composite Structures, Vol. 4, No. 4, pp. 1-8.
- Hognestad, E., Hanson, N. W., McHenry, D (1955), "Concrete Stress Distribution in Ultimate Stress design," ACI Journal, pp. 45-46.
- Kim, H. J. (2013), A Study for Structural Detail Improvement of CFT Column-Foundation Connections, Ph. D. Thesis, Department of Civil Engineering, Inha University, Incheon, Korea. (in Korean).
- KSCE Commitee (2008), Bridge Design Specification, Korean Society of Civil Engineers, Seoul, Korea. (in korean).
- Lee, D. Y., Subhash C. (2008), "God Exposed Column-Base Plate Connections Bending About Weak Axis: 1. Numerical parametric Study," International Journal of Steel Structures, pp. 11-27.
- Lee, D. Y., Subhash C. (2008), "God Exposed Column-Base Plate Connections Bending About Weak Axis: 2. Experimental Study," International Journal of Steel Structure, pp. 29-41.
- Lee, Y. G., Choi, J. W., Park, J. S., and Yoon, S. J. (2011), "Compression Strengh Test of FRP Reinforced Concrete Composite Pile," Journal of the Korean Society for Advanced Composite Structures, Vol. 2, No. 4, pp. 19-27. (in Korean). https://doi.org/10.11004/kosacs.2011.2.4.019
- Mander, J., Priestley, M., Park, R. (1988), "Theoretical Stress-Strain Model for Confined Concrete," Journal of Structural Engineering, Vol. 114, No. 8, pp. 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
- Park, J. S., Joo, H. J., Nam, J. H., and Yoon, S. J. (2010), "Structural Behavior of Flexurally Reinforced FRP-Concrete Composite Compression Member with FRP," Journal of the Korean Society for Advanced Composite Structures, Vol. 1, No. 3, pp. 10-16. (in Korean).
- Park, K. D., Kim, H. J., and Hwang, W. S. (2012), "Experimental and Numerical Studies on the Confined Effect of Steel Composite Circular Columns Subjected to Axial Load," International Journal of Steel Structures, pp. 253-265.
- Park, Y. M., Hwang, W. S., Yoon, T. Y., and Hwang, M. O. (2005), "A new Base Plate System using Deformed Reinforcing Bars for Concrete Filled Tubular Column," Steel & Composite Structures, pp. 375-394.
- Inha University (2013), The Development of The System of Anchor Connections Applying The High Strength Steel, POSCO, Incheon, Korea. (in Korean).