Postbuckling behavior of axially restrained and axially loaded steel columns under fire conditions

Journal of Structural Engineering

Volumn 130, Issue 3, 2004, Pages 371-380

  Wang, Y C ^a  

^a UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Axial loads; Fire hazards; Postbuckling; Steel columns; Temperature

Indexed keywords

BUCKLING; FAILURE ANALYSIS; FIRE HAZARDS; FIRES; STEEL STRUCTURES; STIFFNESS; STRUCTURAL LOADS; STRUCTURAL MEMBERS; TEMPERATURE; THERMAL EFFECTS;

AXIAL LOADS; FIRE CONDITIONS; POSTBUCKLING BEHAVIOR; STEEL COLUMNS;

COLUMNS (STRUCTURAL);

EID: 13944262452     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:3(371)     Document Type: Article

References (11)

1. British Standards Institution (BSI). (1990). "Part 1: Code of practice for design in simple and continuous construction: Hot rolled sections." British Standard BS 5950: Structural use of steelwork in buildings.
2. Building Research Establishment (BRE). (1996). Proc., 2nd Cardington Conf., Bedford, England.
3. Centre Technique Industrial de la Construction Metallique (CTICM). (1982). Methode de prevision par le calcul du comportement au feu des structures en acier, Document Technique Unifie, Construction Metallique, No. 3.
4. Correia Rodrigues, J. P., Cabrita Neves, I., and Valente, J. C. (2000). "Experimental research on the critical temperature of compressed steel elements with restrained thermal elongation." Fire Saf. J., 35, 77-98.
5. European Committee for Standardization (CEN). (2000). Eurocode 3: Design of steel structures, Part 1.2: General rules, structural fire design.
6. Franssen, J. M. (2000). "Failure temperature of a system comprising a restrained column submitted to fire." Fire Saf. J., 34, 191-207.
7. Simms, W. I., O'Conner, D. J., Ali, F., and Randall, M. (1995-96). "An experimental investigation on the structural performance of steel columns subjected to elevated temperatures." J. Appl. Fire Sci., 5(4), 269-284.
8. Talamona, D., Franssen, J. M., Schleich, J. B., and Kruppa, J. (1997). "Stability of steel columns in case of fire: numerical modelling." J. Struct. Eng., 123(6), 713-720.
9. Wang, Y. C. (1997). "The effects of frame continuity on the behaviour of steel columns under fire conditions and fire resistant design proposals." J. Constr. Steel Res., 41(1), 93-111.
10. Wang, Y. C., and Moore, D. B. (1994a). "The effect of frame continuity on the critical temperature of steel columns." Proc., 3rd Kenrensky Conf. on Global Trends in Structural Engineering, Singapore, 681-686.
11. Wang, Y. C., and Moore, D. B. (1994b). "Effect of thermal restraint on column behaviour in a frame." Proc., 4th Int. Symp. on Fire Safety Science, T. Kashiwagi, ed., Ottawa, 1055-1066.