참고문헌
- 김창수, 박홍근, 최인락, 정경수, 김진호(2010) 800MPa 강재 및 100MPa 콘크리트를 적용한 매입형 합성기둥의 구조성능, 한국강구조학회논문집, 한국강구조학회, 제22권, 제 5호, pp.497-509. Kim, C.S., Park, H.G., Choi, I.R., Chung, K.S., and Kim, J.H. (2010) Structural perfor- mance of concrete-encased steel columns using 800MPa steel and 100MPa concrete, Journal of Korean Society of Steel Construction, KSSC, Vol. 22, No. 5, pp.497-509 (in Korean).
- Uy, B. (2001) Strength of short concrete filled high strength steel box columns, Journal of Constructional Steel Research, Vol. 57, pp.113-134. https://doi.org/10.1016/S0143-974X(00)00014-6
- Mursi, M. and Uy, B. (2004) Strength of slender concrete filled high strength steel box columns, Journal of constructional Steel Research, Vol. 60, No. 12, pp.1825-1848 https://doi.org/10.1016/j.jcsr.2004.05.002
- Varma, A.H., Ricles, J.M., Sause, R., and Lu, L.W. (2002) Experimental behavior of high strength square concrete-filled steel tube columns, Journal of Structural Engineering, Vol. 128, No. 3, pp.309-318. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:3(309)
- Varma, A.H., Ricles, J.M., Sause, R., and Lu, L.W. (2004) Seismic behavior and design of high-strength square concrete-filled steel tube beam columns, Journal of Structural Engineering, Vol. 130, No. 2, pp.169-179. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(169)
- Fujimoto, T., Mukai, A., Nishiyama, I., and Sakino, K. (2004) Behavior of eccentrically loaded concretefilled steel tubular columns, Journal of Structural Engineering, Vol. 130, No. 2, pp.203-212 https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(203)
- Inai, E., Mukai, A., Kai, M., Tokinoya, H., Fukumoto, T., and Mori, K. (2004) Behavior of concrete-filled steel tube beam columns, Journal of Structural Engineering, Vol. 130, No. 2, pp.189-202. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2(189)
- 정경수, 이세정, 김우재, 김진호(2010) 고강도 콘크리트 충전 각형강관 부재의 휨성능에 관한 실험적 연구, 대한건축학회논문집(구조계), 대한건축학회, Vol. 26, No. 8, pp.55-62. Chung, K.S., Lee, S.J., Kim, W.J., and Kim, J.H. (2010) Experimental study on the structural behavior of high strength concrete-filled square steel tube subjected to flexural loading, Journal of Architectural Institute of Korea, AIK, Vol. 26, No. 8, pp.55-62 (in Korean).
- Chung, K.S, Kim, J.H., and Yoo, J.H. (2012) Prediction of hysteretic behavior of high-strength square concrete-filled steel tubular columns subjected to eccentric loading, International Journal of Steel Structures. Vol. 12, No. 2, pp.243-252. https://doi.org/10.1007/s13296-012-2008-8
- Lu, X., Zou, Y., Lu, W., and Zhao, B. (2007) Shaking table model test on Shanghai World Financial Center Tower, Earthquake Engineering & Structural Dynamics, Vol. 36, No. 4, pp.439-457 https://doi.org/10.1002/eqe.634
- 한국표준협회(2011) 건축구조용 고성능 압연강재, KS D 5994. Korean Agency for Technology and Standards (2011) High-performance rolled steel for building structures, KS D 5994 (in Korean).
- American Welding Society (AWS) (2010) Structural welding code-Steel, AWS D1.1/D1.1M-2010, Miami
- 한국강구조학회(2012) 강구조공사 표준시방서, 구미서관. Korean Society of Steel Construction (KSCE) (2012) Standard specification for steel construction, Goomi book (in Korean).
- 한국표준협회(2003) 금속재료인장시험방법, KS B 0802. Korean Agency for Technology and Standards (2003) Method of tensile test for metallic materials, KS B 0802 (in Korean).
- American Welding Society (AWS) (2010) Specification for low-alloy steel electrodes for flux cored arc welding, AWS A5.29/A5.29M-2010, Miami
- 한국표준협회 (2010) 콘크리트 압축 강도 시험방법, KS F 2405. Korean Agency for Technology and Standards (2011) Standard test method for compressive strength of concrete, KS F 2405 (in Korean).
- 대한건축학회(2009) 건축구조 설계기준 및 해설(KBC 2009), 기문당. AIK (2009) Korea building code and commentary - structural, Architectural Institute of Korea (in Korean).
- American Institute of Steel Construction (AISC) (2010) Specification for Structural Steel Buildings, ANSI/AISC 360-10, Chicago.
- American Concrete Institute (ACI) (2007) Building code requirements for structural concrete (ACI 318M-08) and Commentary, ACI Committee 318, Farmington Hills. Mich
- European Committee for Standardization (CEN) (2004) Design of composite steel and concrete structures-part 1-1 : General rules and rules for buildings, BS EN 1994-1-1:2004, CEN, Brussels, Belgium
- European Committee for Standardization (CEN) (2005) Design of steel structures-part 1-1: General structural rules, BS EN 1993-1-1:2001, CEN, Brussels, Belgium.
피인용 문헌
- Experimental Study on Two-Seam Cold Formed Square CFT Column to Beam Connections with Asymmetric Diaphragms vol.25, pp.1, 2013, https://doi.org/10.7781/kjoss.2013.25.1.035
- 내부앵커형 콘크리트 충전 기둥의 내력 및 변형능력에 관한 연구 vol.25, pp.4, 2012, https://doi.org/10.7781/kjoss.2013.25.4.347
- 세장 단면의 고강도 강관을 적용한 각형 CFT 기둥의 압축실험 vol.27, pp.2, 2012, https://doi.org/10.7781/kjoss.2015.27.2.219
- Lateral Structural Performance of Small-Size Grout-Filled Tubular Members vol.19, pp.1, 2012, https://doi.org/10.9798/kosham.2019.19.1.257