The Influence of Connection Stiffness on the Behaviour of Steel Beams in Fire

Journal of Constructional Steel Research

Volumn 43, Issue 1-3, 1997, Pages 1-15

  El Rimawi, J A ^a   Burgess, I W ^b   Plank, R J ^b  

^a LOUGHBOROUGH UNIVERSITY   (United Kingdom)

^b UNIVERSITY OF SHEFFIELD   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

STIFFNESS; STRUCTURAL DESIGN; THERMAL EFFECTS;

MOMENT CAPACITY;

STEEL BEAMS AND GIRDERS;

EID: 0031177180     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(97)00047-3     Document Type: Article

References (9)

1. Nethercot, D. A., Joint action and the design of steel frames. The Structural Engineer, 1985, 63A(12), 371-379.
2. Lawson, R. M., Behaviour of steel beam-to-column connections in fire. The Structural Engineer, 1990, 68(14), 263-271.
3. Burgess, I., El-Rimawi, J. and Plank, R., Analysis of beams with non-uniform temperature profile due to fire exposure. Journal of Constructional Steel Research, 1990, 16, 169-192.
4. El-Rimawi, J., Burgess, I. and Plank, R., Modelling the behaviour of steel frames and subframes with semi-rigid connections in fire. Proceedings of Third C1B/W14 Workshop on Fire Modelling, Rijswijk, 1993, ed. L. Twilt, pp. 152-168.
5. Cunningham, R., Some aspects of semi-rigid connections in structural steelwork. The Structural Engineer, 1990, 68(5/6), 85-92.
6. El-Rimawi, J., Burgess, I. and Plank, R., The analysis of semi-rigid frames in fire - a secant approach. Journal of Constructional Steel Research, 1995, 30, 125-146.
7. Ramberg, W. and Osgood, W., Description of stress-strain curves by three parameters. NACA TN902, 1943.
8. BS5950: the structural use of steelwork in buildings, Part 8: code of practice for fire resistant design, BSI, London, 1990.
9. Jones, S. W., Kirby, P. A. and Nethercot, D. A., The analysis of frames with semi-rigid connections - a state-of-the-art report. Journal of Constructional Steel Research, 1983, 3, 2-13.