1 |
한희철, 김용구, 강선종, 최성모(2007), 국내최초 무내화피복 콘크리트충전 강관(CFT)기둥의 현장적용, 한국강구조학회지, Vol.19, No.2, pp.77-83
|
2 |
新都市ハウジング協會(2004), CFT造 耐火設計指針
|
3 |
European Committee for Standardization(2003), Eurocode No.4: Design of Composite Steel and Concrete Structures, Part 1.2: Structural Fire Design, DD ENV 1994-1-2, British Standards Institution, UK
|
4 |
International Organization for Standardization(ISO)(1975, 1992, 1993, 1999), ISO 834: Fire-Resistance Test-Elements of Building Construction, Switzerland
|
5 |
Kodur, V. K. R.(1999), Performance-based Fire Resistance Design of Concrete-filled Steel Columns, Journal of Constructional Steel Research 51, pp.21-36
DOI
ScienceOn
|
6 |
Park, S. H., Chung, K. S., Choi, S. M.(2007), Effect of Thermal Properties of Structural Materials on the Fire Resistance of Concrete-Filled Steel Tube Column under Constant Axial Loads, First International Workshop on Performance, Protection, and Strengthening of Structures under Extreme Loading, Proceedings of PROTECT 2007, Whistler, Canada, August 20-22
|
7 |
Zha, X. X.(2003), FE analysis of fire resistance of concrete filled CHS columns, Journal of Constructional Steel Research, No. 59, pp.769-779
DOI
ScienceOn
|
8 |
Korean Agency for Technology and Standards(1999, 2005), KS F 2257-1: Methods of Fire Resistance Test for Elements of Building Construction- General Requirements, Korea
|
9 |
Park, S. H., Chung, K. S., Choi, S. M. and Kim, D. K.(2006), Review of material properties for predicting the fire resistance of concrete-filled steel square tube column using the numerical method, 8th Association for steel-concrete composite structures (ASCCS 2006), China, pp.909-919
|
10 |
Wang, Y. C.(2002), Steel and Composite Structures - Behaviour and Design for Fire Safety, Spon Press - Taylor & Francis Group
|
11 |
Han, L. H., Zhao, X. L., Yang, Y. F. and Feng, J. B.(2003), Experimental Study and Calculation of Fire Resistance of Concrete-Filled Hollow Steel Columns, Journal of Structural Engineering, March, pp.346-356
|
12 |
정경수, 최성모, 김동규(1999), 화재시 중심축력을 받는 콘크리트 충전 강관기둥의 구조특성, 대한건축학회논문집, Vol.15, No.6, pp.13-20
|
13 |
정경수, 최성모, 김동규(2000), 화재시 중심축력을 받는 콘크리트 충전 강관기둥의 내화 최대내력추정식 제안, 대한건축학회논문집, Vol.16, No.6, pp.13-20
|
14 |
류재용, 박수희, 정경수, 김대중, 최성모(2006), 콘크리트충전 각형 강관기둥 내화성능 영향인자의 수치해석적 분석, 한국강구조 학회학술발표대회, pp.176-183
|
15 |
American Institute of Steel Construction(2003), Steel Design Guide 19- Fire Resistance of Structural Steel Framing, America
|
16 |
Kim, D. K., Choi, S. M., Kim, J. H., Chung, K. S., Park, S. H.(2005), Experimental Study on Fire Resistance of Concrete-filled Steel Tube Column under Constant Axial Loads, International Journal of Steel Structures, No.5, pp.305-313
DOI
|
17 |
Kodur, V. K. R.(1998), Design Equations for Evaluating Fire Resistance of SFRC-filled HSS Columns, Journal of Structural Engineering, June, pp.671-677
|
18 |
Wang, Y. C.(1999), The Effects of Structural Continuity on the Fire Resistance of Concrete Filled Columns in Non-sway Frames, Journal Constructional Steel Researches 50, pp.177-197
DOI
ScienceOn
|
19 |
Saito, H., Morita, T. and Uesugi, H.(2004), Fire Resistance of Concrete-Filled Steel Tube Columns under Constant Axial Loads, Journal Environment and Engineering, pp.9-16
|
20 |
정경수, 전상우, 김진호, 최성모, 김동규(2000), 중심축력을 받는 콘크리트충전 강관기둥의 내화성능, 대한건축학회논문집, Vol.16, No.5, pp.3-10
|
21 |
류재용, 박수희, 한희철, 민병렬, 최성모(2007), 무피복 각형 CFT 기둥 내화성능에 관한 실험적 연구, 한국강구조학회학술발표 대회, pp.558-563
|
22 |
Yin, J., Zha, X. X. and Li, L. Y.(2006), Fire resistance of axially loaded concrete filled steel tube columns, Journal of Constructional Steel Research, No.62, pp.723-729
DOI
ScienceOn
|
23 |
Suzuki, T., Kimura, M., Kodaira, A. and Fushimi, M.(1985), Experimental Study on Fire Resistance of Concrete-Filled Square Steel Columns, Journal Construction and Engineering, AIJ, pp.77-85
|
24 |
European Committee for Standardization(1992), Eurocode No.4: Design of Composite Steel and Concrete Structures, Part 1.1: General Rules for Buildings, DD ENV 1994-1-1, British Standards Institution, UK
|
25 |
최성모, 박기창, 김동규(2000), 콘크리트충전 강관기둥 내화실험에 대한 고찰, 한국강구조학회논문집, Vol.12, No.6, pp.759-767
|