Compressive resistance of steel columns in fire: Rankine approach

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 3, 2000, Pages 398-405

  Toh, W S ^a   Tan, K H ^a   Fung, T C ^a  

^a NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COLUMNS (STRUCTURAL); COMPRESSIVE STRENGTH; ELASTOPLASTICITY; FAILURE ANALYSIS; FIRES; MATHEMATICAL MODELS; RIGIDITY; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

ELASTIC-BUCKLING THEORY; RANKINE PRINCIPLE; RIGID-PLASTIC THEORY;

STEEL STRUCTURES;

EID: 0034156499     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:3(398)     Document Type: Article

References (21)

1. Abu, S. (1991). "Analysis of steel frame structures in fire," PhD thesis, University of Sheffield, U.K., 127-130.
2. Burgess, I. W., and Najjar, S. R. (1994). "A simple approach to the behavior of steel columns in fire." J. Constr. Steel Res., 31, 155-134.
3. Burgess, I. W., Olawale, A. O., and Plank, R. J. (1992). "Failure of steel columns in fire." Fire Safety J., 18, 183-201.
4. El-Rimawi, J. A. A. (1989). "The behaviour of flexural members under fire conditions," PhD thesis, University of Sheffield, U.K., 106-108.
5. "Eurocode 3: Design of steel structures: Part 1.2. General rules. Structural fire design." (1995). EC3-1.2. Draft ENV 1993-1-2, Commission of European Communities, Brussels.
6. European Recommendations for the Fire Safety of Steel Structures. (ERFSSS). (1983). Elsevier, Amsterdam.
7. Franssen, J. M., Schleich, J. B., and Cajot, L. G. (1995). "A simple model for the fire resistance of axially loaded members according to Eurocode 3." J. Constr. Steel Res., 35, 49-69.
8. Franssen, J. M., Schleich, J. B., Talamona, D., and Twilt, L. (1994). "A comparison between five structural fire codes applied to steel elements." Proc., 4th Int. Symp. Fire Safety Sci., T. Kashiwagi, ed., International Association for Fire Safety Science, Gaithersburg, Md., 1125-1136.
9. Franssen, J. M., Schleich, J. B., Cajot, L. G., and Azpiazu, W. (1996). "A simple model for the fire resistance of axially loaded members -comparison with experimental results." J. Constr. Steel Res., 37, 175-204.
10. Franssen, J. M., Talarnona, D., Kruppa, J., and Cajot, L. G. (1998). "Stability of steel columns in case of fire: experimental evaluation." J. Struct. Engrg., ASCE, 124(2), 158-163.
11. Furumara, F., and Shinohara, Y. (1978). "Inelastic behaviour of protected steel beams and frames in fire." Rep. No. 3, Research Laboratory of Engineering Materials, Tokyo.
12. Horne, M. R. (1960). "Instability and the plastic theory of structures." Trans., Engrg. Inst. of Can., 4(2).
13. Home, M. R. (1963). "Elastic-plastic failure loads of plane frames." Proc., Royal Soc. A., London, 274, 343-364.
14. Home, M. R. (1979). Plastic theory of structures. 2nd Ed., Pergamon, Oxford, U.K.
15. Janss, J. (1995). "Statistical analysis of fire tests on steel beams and columns to Eurocode 3, Part 1.2." J. Constr. Steel Res., 33, 39-50.
16. Merchant, W. (1954). "The failure load of rigid jointed frameworks as influenced by stability." Struct. Engr., 32, 185-190.
17. Rubert, A., and Schaumann, P. (1986). "Structural steel and plane frame assemblies under fire action." Fire Safety J., 10, 173-184.
18. Schleich, J. B., and Cajot, L. G. (1996). "Buckling curves in case of fire: Draft final report. Part I (main text)." CEC Agreement 7210-SA/316/ 515/618/931, ProfilARBED-Recherches, Luxembourg.
19. Talamona, D. (1995). "Buckling curves in case of fire - ECSC 7210 SA 316/515/931/618: Fire resistance of steel columns with eccentric load. Part 1." Rep. No. INC-96/450-DT/VG Part 1, CTICM, Saint-Remyles-Chevreuses, Paris.
20. Talamona, D., Franssen, J. M., Schleich, J. B., and Kruppa, J. (1997). "Stability of steel columns in case of fire: Numerical modeling." J. Struct. Engrg., ASCE, 123(6), 713-720.
21. Timoshenko, S. P., and Gere, J. M. (1963). Theory of elastic stability. 2nd Ed., McGraw-Hill, Singapore.