References
- 국토해양부 고시 제2010-331호(2010) 내화구조의 인정 및 관리기준, 국토해양부. (Ministry of Land Infrastructure and Transport Notification No.2010-331 (2010) Fireproof Structure Recognition and Management Standards, Ministry of Land Infrastructure and Transport (in Korean).
- KS F 2257-1 (2014) 건축구조 부재의 내화시험 방법-일반 요구사항, 한국산업표준. (KS F 2257-1 (2014) Methods fire Resistance Test for Elements of Building Construction - General requirements, Korea Standard Association (in Korean).)
- KS F 2257-6 (2014) 건축구조부재의 내화시험방법-보의 성능조건, 한국산업표준. (KS F 2257-6 (2014) Methods Fire Resistance Test for Elements of Building Construction - Specific Requirements for Beams, Korea Standard Association (in Korean).)
- KS F 2848 (2010) 단면형상계수에 따른 구조용강재의 내화피복 두께 산정방법, 한국산업표준. (KS F 2848 (2010) Method of Calculating Fire Protective Thickness of Structural Steel According to Section Factor, Korea Standard Association (in Korean).)
- 권인규(2010) 강구조 부재의 표면온도 산정 및 내화피복두께에 관한 연구, 2010년도 한국화재소방학회논문집, 한국화재소방학회, 제24권, 제4호, pp.55-61. (Kwon, I.K. (2010) Study on the Surface Temperature and Fire Protective Thickness for Structural Steel Elements at Fire Conditions, Journal of Korean Institute of Fire Science and Engineering, KIFSE, Vol.24, No.4, pp.55-61 (in Korean).)
- 강성덕, 남상철, 김인기, 민병직(2009) 고온에서의 Steel H-형강 보의 처짐 및 파괴온도, 2009년도 대한건축학회 학술발표대회논문집, 대한건축학회, 제29권, 제1호, pp.141-144. (Kang, S.D., Nam, S.C., Kim, I.K., and Min, B.J. (2009) Mid-span Deflection and Failure Temperature of H-shaped Steel Beam in High Temperature, Proceedings of Annual Conference Architectural Institute of Korea, AIK, Vol.29, No.1, pp.141-144 (in Korean).)
- 김동익, 김형준, 이준철, 김화중(2005) 강구조 부재의 내화성능설계를 위한 평가시스템 개발, 2005년도대한건축학회학술발표대회논문집, 대한건축학회, 제25권, 제1호, pp. 615-618. (Kim, D.I., Kim, H.J., Lee, J.C., and Kim, W.J. (2005) The Development of Estimation System for Fire Endurance Rating Design of Steel Structure Member, Proceedings of Annual Conference Architectural Institute of Korea, AIK, Vol.25, No.1, pp.615-618 (in Korean).)
- 김성배, 김상섭, 유덕수, 최승관(2013) 신형상 U형 하이브리드 합성보의 내화성능에 관한 연구, 한국강구조학회논문집, 한국강구조학회, 제25권, 제4호, pp.379-388. (Kim, S.B., Kim, S.S., Ryu, D.S., and Choi, S.K. (2013) Fire Resistance of U-shape Hybrid Composite Beam, Journal of Korean Society of Steel Construction, KSSC, Vol.25, No.4, pp.379-388 (in Korean).)
- 안재권, 이철호(2014) 재하가열시험에 의한 무내화피복 콘크리트충전 각형강관기둥의 내화성능평가, 한국강구조학회논문집, 한국강구조학회, 제26권, 제4호, pp.323-334. (Ahn, J.K. and Lee, C.H. (2014) Evaluation of Fire Resistance of Unprotected Concrete-filled Rectangular Steel Tubular Columns under Axial Loading, Journal of Korean Society of Steel Construction, KSSC, Vol.26, No.4, pp.323-334 (in Korean).)
- 안재권, 이철호(2015) 무피복 합성보의 내화성능에 대한 실험 및 해석적 연구, 한국강구조학회논문집, 한국강구조학회, 제27권, 제2호, pp.143-153. (Ahn, J.K. and Lee, C.H. (2015) Experimental and Numerical Study of Fire Resistance of Composite Beams, Journal of Korean Society of Steel Construction, KSSC, Vol.27, No.2, pp.143-153 (in Korean).)
- ABAQUS (2010) ABAQUS/CAE User's Manual Version 6.10, Hibit, Karlsson & Sorensen, Inc.
- ABAQUS (2013) ABAQUS Analysis User's Manual Version 6.10, Hibit, Karlsson & Sorensen, Inc.
- ABAQUS (2013) ABAQUS Theory Manual Version 6.10, Hibit, Karlsson & Sorensen, Inc.
- EC3, Eurocode 3 (1995) Design of Steel Structures, ENV 1993-1-2 : General Rules - Structural Fire Design, European Committee for Standardization, Bressels, Belgium.
- BSI (1990) Structural Use of Steelwork in Building, BS 5950, Part 8 code of Practice for Fire Resistant Design, British Standards Institution, UK.
- Carino, N.J. and Stames, M.A. (2005) Fedral Building and Fire Safety Investigation of the World Trade Center Disaster-Passive Fire Protection, NIST(National Institute of Standards and Technology).
- Seputro, J., Moss, P., and Buchanan, A.H. (2004) Effect of Support Conditions on Steel Beams Exposed of Fire, University of canterbury Christchurch, New Zealand.
- Buchanan, A., Moss, P., Seputro, J., and Welsh, R. (2004) The Effect of Stress-Strain Relationships on the Fire Performance of Steel Beams, Journal of Structural Engineering, Vol.26, pp.1505-1515. https://doi.org/10.1016/j.engstruct.2004.05.003
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