참고문헌
- 김선희, 방중석, 박영욱, 최성모(2012) 합성반강접 CFT기둥-보 접합부 구조의 경제성 평가, 한국강구조학회논문집, 한국강구조학회, 제 24권, 제1호, pp.109-117. Kim, S.H., Bang, J.S., Park, Y.W., and Choi, S.M. (2012) The Structural Economical Efficiency Evaluation of Partially Restrained Composite CFT Column-to-Beam Connection, Journal of Korean Society of Steel Construction, KSSC, Vol. 24, No.1, pp.109-117 (in Korean).
- 정진안 (2002) 일본의 보-기둥 접합부, 한국강구조학회지, 한국강구조학회, 제14권, 제4호, pp.42-49. Jung, J.A. (2002) Beam to Column Connections in Japan, Magazine of Korean Society of Steel Construction, Vol.14, No.4 pp.42-49 (in Korean).
- 최성모, 윤여상, 김요숙, 김진호(2003) 이형 하부다이아프램으로 보강된 각형 CFT 기둥-보 접합부의 내진성능에 관한 연구, 한국강구조학회논문집, 한국강구조학회, Vol.15, No.5, pp.579-590. Choi, S.M,, Yun, Y.S., Kim, Y.S., and Kim, J.H. (2003) A Study on Seismic Performance for CFT Square Columnto- Beam Connections Reinforced with Asymmetric Lower Diaphragms, Journal of Korean Society of Steel Construction, KSSC, Vol.15, No.5, pp.579-590 (in Korean).
- 오헌근, 김선희, 최성모(2013) 상하이형 다이아프램으로 보강된 2심 냉간성형 각형 CFT기둥-보 접합부의 실험적 연구, 한국강구조학회논문집, 학국강구조학회, 제25권, 제1호, pp.35-45. Oh, H.K., Kim, S.H., and Choi, S.M. (2013) Experimental Study on Two-Seam Cold Formed Square CFT Column to Beam Connections with Asymmetric Diaphragms, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.1, pp.35-45 (in Korean).
- 장보라, 심현주, 김용익, 정진안, 오영석, 김상섭, 최병정, 이은택(2010) 내진 각형강관 기둥-H형강 보 접합상세의 구조성능 평가, 한국강구조학회논문집, 한국강구조학회, 제22권, 제4호, pp.305-312. Jang, B.R., Shim, H.J., Kim, Y.I., Chung, J.A., Oh, Y.S., Kim, S.S., Choi, B.J., and Lee, E.T. (2010) Structural Performance Evaluations of Seismic Wide-flanged Beamto- Rectangular Steel Tube Column Connection Details. Journal of Korean Society of Steel Construction, KSSC, Vol.22, No.4, pp.305-312 (in Korean).
- 김선희, 염경수, 최성모(2013) 내부 앵커형 콘크리트 충전 기둥의 내력 및 변형 능력에 관한 연구, 한국강구조학회 논문집, 한국강구조학회, 제25권, 제4호, pp.347-357. Kim, S.H., Yom, K.S., and Choi, S.M. (2013) A Study on the Load Carrying Capacity and Deformation capacity of the Internal Anchors Welded Cold Formed Concrete Filled Columns, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.4, pp.347-357 (in Korean).
- 한국강구조학회(2009) 건축강구조 표준접합상세지침, 구미서관. KSSC (2009) Standard Connection Detail of Steel Structures for Buildings, Korean Society of Steel Construction, Goomi Books, Korea (in Korean).
- AISC (2010) Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction Ins.
- KS B 0801 (2007) 금속재료 인장시험편, 산업자원부 기술표준원.
- KS B 0802 (2003) 금속재료 인장시험벙법, 산업자원부 기술표준원.
- 정도섭(2004) 복합십자형으로 보강한 콘크리트 충전각현강관 기둥-보 접합부의 구조성능에 관한연구, 서울시립대건축공학과 석사학위논문. Jung, D.S. (2004) A Study on Structural Performance of Concrete Filled Tubular Square Column-to-Beam Connections with Combined Cross Diaphragm, University of Seoul, Department of Architecture Engineering, Master Dissertation.
- Choi, S.M., Hong, S.D., Kim, D.G., Kim, Y.S., and Kim, J.H. (2004) Structural Capacities of Tension Side for CFT Square Column-to-Beam Connections with Combined- Cross-Diaphragm, Proceedings of Pssc, pp.24-27.
피인용 문헌
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- Evaluation of Simple Tensile Strength of Internal Diaphragm According to Cross Sectional Shape vol.33, pp.3, 2021, https://doi.org/10.7781/kjoss.2021.33.3.171
- Evaluation of Flexural Performance of Composite Girder Consisting of Square Steel Pipes and Reinforced Lattice vol.33, pp.4, 2021, https://doi.org/10.7781/kjoss.2021.33.4.247