Moment-rotation-temperature characteristics of steel/composite connections

Journal of Structural Engineering

Volumn 125, Issue 10, 1999, Pages 1188-1197

  Liu, T C H ^a  

^a UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BOLTS; COMPOSITE STRUCTURES; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STEEL STRUCTURES; STRUCTURAL ANALYSIS;

CRACK-CRUSH CAPABILITY;

JOINTS (STRUCTURAL COMPONENTS);

EID: 0032684525     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:10(1188)     Document Type: Article

References (16)

1. Al-Jabri, K. S., Lennon, T., Burgess, I. W., and Plank, R. J. (1998). "Behaviour of steel and composite beam-column connections in fire." J. Constr. Steel Res., 46(1-3), 308-309 (full paper on CD-ROM).
2. Anderson, D., and Nafaji, A. A. (1994). "Performance of composite connections: Major axis end plate joints." J. Constr. Steel Res., 31, 31-57.
3. Bailey, C. G., Burgess, I. W., and Plank, R. J. (1996). "Computer simulation of a full-scale structural fire test." The Struct. Engr., London, 74(6), 93-100.
4. Burgess, I.W., El-Rimawi, J. A., and Plank, R. J. (1990). "Analysis of beams with non-uniform temperature profile due to fire." J. Constr. Steel Res., 16, 169-192.
5. Catchpole, L. (1996). "Structural steel under test at the large building test facility." Fire Prevention, May, 289.
6. Horne, M. R., and Morris, L. J. (1981). Plastic design of low rise frames. Granada, London.
7. Kasami, H. (1975). "Properties of concrete exposed to sustained elevated temperature." Proc., 3rd Int. Conf. on Struct. Mech. in Reactor Technol., Vol. 3, London.
8. Kirby, B. R., and Preston, R. R. (1988). "High temperature properties of hot-rolled structural steels for use in fire engineering studies." Fire Safety J., 13(1), 27-37.
9. Lawson, R. M. (1990). "Behaviour of steel beam-to-column connections in fire." The Struct. Engr., London, 68(14), 263-271.
10. Lennon, T., and Jones, L. C. (1995). "Elevated temperature composite connection moment-rotation tests." Internal Rep., Building Research Establishment, Watford, England.
11. Leston-Jones, L. C., Burgess, I. W., Lennon, T., and Plank, R. J. (1997). "Elevated-temperature moment-rotation tests on steelwork connections." Proc., Instn. Civ. Engrs., Struct. & Build., 122(Nov.), 410-419.
12. Liu, T. C. H. (1996). "Finite element modelling of behaviour of steel beams and connections in fire." J. Constr. Steel Res., 36(2), 181-199.
13. Newman, G. M. (1989). The fire resistance of composite floors with steel decking. The Steel Construction Institute, Ascot, England.
14. Saab, H. A., and Nethercot, D. A. (1991). "Modelling steel frame behaviour under fire conditions." Engrg. Struct., October, 371-382.
15. Thomas, I. R., Bennetts, I. D., Dayawansa, P., Proe, D. J., and Lewins, R. R. (1992). "Fire tests of the 140 William Street Office Building." Rep. No. BHPR/ENGr/92/043/SG2C, BHP Research-Melbourne Laboratories, Melbourne.
16. Willam, K. J. (1974). "Constitutive model for triaxial behaviour of concrete." IABSE Seminar, ISMES, Bergamo, Italy.