A nonlinear analysis for three-dimensional steel frames in fire conditions

Engineering Structures

Volumn 18, Issue 1, 1996, Pages 77-89

  Najjar, S R ^a   Burgess, I W ^a  

^a UNIVERSITY OF SHEFFIELD   (United Kingdom)

Author keywords

Finite element method; Fire engineering; Frames; Nonlinear analysis; Structural steel

Indexed keywords

BUILDING CODES; FINITE ELEMENT METHOD; FIRES; MATHEMATICAL MODELS; MODEL STRUCTURES; NONLINEAR EQUATIONS; STEEL STRUCTURES; STRUCTURAL ANALYSIS; TEMPERATURE DISTRIBUTION; THERMAL EXPANSION; THREE DIMENSIONAL;

FIRE ENGINEERING; NONLINEAR ANALYSIS; STEEL FRAMES;

STRUCTURAL FRAMES;

EID: 0029752717     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/0141-0296(95)00101-5     Document Type: Article

References (21)

1. Janss, J. and Minne, R., 'Buckling of steel columns in fire conditions', Fire Safety J. 1981/82, 4, 227-235
2. Cooke, G. M. E. 'The structural response of steel 1-section members subjected to elevated temperature gradients across the section', PhD thesis, City University, London, 1987
3. British Steel Corporation 'Compendium of UK standard fire test data on unprotected structural steel', Report RS/RSC/S10328/1/87/B, 1987
4. Witteveen, J. and Twilt, L. 'Behaviour of steel columns under fire action', Int. Conf. on Column Strength, Paris, Proc. IABSE, 1975, 23
5. Harstead, G. A., Birnstiel, C. and Leu, K. C. 'Inelastic columns under biaxial bending', J. Struct. Div., ASCE 1968, 94 (ST10), 2371-2398
6. Schleich, J. B., Dotreppe, J.-C. and Franssen, J.-M. 'Numerical simulations of fire resistance tests on steel and composite structural elements or frames', IABSE Periodica 1986, 3, 101-112
7. El-Zanaty, M. H. and Murray, D. W. 'Non-linear finite element analysis of steel frames', J. Struct. Div., ASCE 1983, 109 (ST2), 353-368
8. Saab, H. A. and Nethercot, D. A. 'Modelling steel frame behaviour under lire conditions', Engng Struct. 1991, 13, 371-382
9. Saada, A. S. Elasticity theory and applications, Pergamon Press, New York, 1974
10. Zienkiewicz, H. and Taylor, R. L. The finite element method (4th edn) Vol. 2, McGraw-Hill, London, 1991
11. Kirby, B. R. and Preston, R. R. 'High temperature properties of hot-rolled structural steels for use in fire engineering design studies', Fire Safety J. 1988, 13, 27-37
12. BS5950: Part 8: 1990 Structural use of steelwork in building. Part 8. Code of Practice for fire resistant design. British Standards Institution, London, 1990
13. Eurocode 3 Design of steel structures. Part 10: Structural fire design (draft), Commission of the European Communities, Brussels, 1990
14. Timoshenko, S. P. and Gere, J. M. Mechanics of materials Van Nostrand Remhold, New York, 1978
15. Rojahn, C. 'Large deflections of elastic beams', PhD thesis, Stanford University, 1968
16. Vinnakota, S. 'Inelastic columns under biaxial loading', Can. J. Civ. Engng 1976, 3 (2), 186-197
17. Soltis, L. A. and Christiano, P. 'Finite deformations of biaxailly loaded columns', J. Struct. Div. ASCE 1972, 98 (ST12), 2647-2661
18. Furumura, F. and Shinohara, Y. 'Inelastic behaviour of protected steel beams and frames in fire', Report of the Research Laboratory of Engineering Materials, No. 3, Tokyo, 1978
19. Lawson, R. M. and Newman, G. M. Fire-resistant design of steel structures - a handbook to BS5950: Part 8. Steel Construction Instilute, Ascot, UK, 1990
20. Najjar, S. R. 'Three-dimensional analysis of steel frames and subframes in fire', PhD thesis, University ot Sheffield, 1994
21. Shanley, F. R. 'Inelastic column theory', J. Aero Sci. 1947, 14 (5), 261-268