Concrete-filled hollow structural steel columns after exposure to ISO-834 fire standard

Journal of Structural Engineering

Volumn 129, Issue 1, 2003, Pages 68-78

  Han, Lin Hai ^a   Huo, Jing Si ^a  

^a FUZHOU UNIVERSITY   (China)

Author keywords

Concrete; Fire resistance; Steel columns

Indexed keywords

BUCKLING; BUILDING CODES; FIRE PROTECTION; FIRE RESISTANCE; MATHEMATICAL MODELS; STRENGTH OF MATERIALS; STRESSES; THICKNESS MEASUREMENT;

COMPOSITE COLUMNS; ECCENTRIC LOADS; HOLLOW STRUCTURAL STEEL (HSS); RESIDUAL STRENGTH INDEX (RSI);

STEEL STRUCTURES;

EID: 0141916370     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:1(68)     Document Type: Article

References (31)

1. American Institute of Steel Construction (AISC). (1994). "Load and resistance factor design (LRFD) specification for structural steel buildings." Chicago.
2. Architectural Institute of Japan (AIJ). (1997). "Recommendations for design and construction of concrete filled steel tubular structures." Japan.
3. ASCCS. (1997). "Concrete filled steel tubes - a comparison of international codes and practices." Association for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS) Seminar Rep., Innsbruck, Austria.
4. British Steel Tubes and Pipes. (1990). "Design for SHS fire resistance to BS5950: Part 8." London.
5. CECS24.20. (1990). Design regulation for the fire protection of steel structures, Chinese Planning Press, Peking, China (in Chinese).
6. DL/T. (1999). "Chinese design code for steel-concrete composite structures." DL/T 5085-1999, Chinese Electricity Press, Peking, China (in Chinese).
7. EC4. (1996). "Design of steel and concrete structures. Part 1.1, general rules and rules doe building." Eurocode 4 DD ENV 1994-1-1:1996, British Standards Institution, London.
8. Falke, J. (1992). "Comparison of simple calculation methods for the fire design of composite columns and beams." Proc., Engineering Foundation Conf. on Steel-Concrete Composite Structure, ASCE, New York, 226-241.
9. GB. (1982). "Test standard for steel material." GB 2975, Chinese Planning Press, Peking, China (in Chinese)
10. GBJ. (1985). "Test standard for concrete material." GBJ81-85 Chinese Planning Press, Peking, China (in Chinese).
11. GJB. (2001). "Technical specifications for early-strength model composite structures." GJB4142-2000, Peking, China (in Chinese).
12. Han, L. H. (2000). Concrete filled steel tubular structures, Science Press, Peking, China (in Chinese).
13. Han, L. H. (2001). "Fire performance of concrete filled steel tubular beam-columns." J. Constr. Steel Res., 57(6), 697-711.
14. Han, Q. F., Lie, T. T., and Wu, H. J. (1993). "Column fire resistance test facility at the Tianjin Fire Research Institute." NRC-CNRC Internal Rep., No. 648, Ottawa.
15. Han, L. H., Yang, H., and Cheng, S. L. (2002). "Residual strength of concrete filled RHS stub columns after exposure to high temperatures." Adv. Struct. Eng., 5(2), 123-134.
16. Han, L. H., Zhao, X. L., and Tao, Z. (2001). "Tests and mechanics model of concrete-filled SHS stub columns, columns and beam-columns." Steel Composite Structures - An International Journal, 1(1), 51-74.
17. Hass, R. (1991). "On realistic testing of the fire protection technology of steel and cement supports." Translation of BHPR/NL/T/1444, Melbourne, Australia.
18. ISO. (1975). "Fire resistance tests-elements of building construction." International Standard ISO 834, Geneva.
19. Kim, D. K., Choi, S. M, and Chung, K S. (2000). "Structural characteristics of CFT columns subjected fire loading and axial force." Proc., 6th Association for International Cooperation and Research in Steel-Concrete Composite Structures (ASCCS) Conf., Los Angeles, 271-278.
20. Klingsch, W. (1985). "New developments in fire resistance of hollow section structures." Proc., Symposium on Hollow Structural Sections in Building Construction, ASCE, Chicago.
21. Kodur, V. K. R. (1999). "Performance-based fire resistance design of concrete-filled steel columns." J. Constr. Steel Res., 51(1), 21-26.
22. Kodur, V. K. R., and Sultan, M. A. (2000) "Enhancing the fire resistance of steel columns through composite construction." Proc., 6th ASCCS Conf., Los Angeles, 271-278.
23. Li, W., and Guo, Z. H. (1993). "Experimental investigation of strength and deformation of concrete at elevated temperatures." China J. Building Struct., 14(1), 8-16 (in Chinese).
24. Lie, T. T., and Caron, S. E. (1988). "Fire resistance of hollow steel columns filled with siliceous aggregate concrete: test results." NRC-CNRC Internal Rep., No. 570, Ottawa.
25. Lie, T. T., and Chabot, M (1988). "Fire resistance of hollow steel columns filled with carbonate aggregate concrete: test results." NRC-CNRC Internal Rep., No. 573, Ottawa.
26. Lie, T. T., and Chabot, M. (1992). "Experimental studies on the fire resistance of hollow steel columns filled with plain concrete." NRC-CNRC Internal Rep., No. 611, Ottawa.
27. Lie, T. T., and Irwin, R. J. (1990). "Evaluation of fire resistance of reinforced concrete columns with rectangular cross-section." NRC-CNRC Internal Rep., No. 601, Ottawa.
28. Lie, T. T., and Stringer, D. C. (1994). "Calculation of the fire resistance of steel hollow structural section columns filled with plain concrete." Can. J. Civ. Eng., 21(3), 382-385.
29. Okada, T., Yamaguchi, T., Sakumoto, Y., and Keira, K. (1991). "Load heat tests of full-scale columns of concrete-filled tubular steel structure using fire-resistant steel for buildings." Proc., 3rd Int. Conf. on Steel-Concrete Composite Structures (1), ASCCS, Fukuoka, Japan, 101-106.
30. O'Meagher, A. J., Bennetts, I. D., Hutchinson, G. L., and Stevens, L. K. (1991). "Modelling of HSS columns filled with concrete in fire." Rep. No. BHPR/ENG/R/91/031/PS69, Melbourne, Australia.
31. Wang, Y. C. (1999). "The effects of structural continuity on the fire resistance of concrete filled columns in non-sway frames." J. Constr. Steel Res., 50(2), 177-197.