Moment-rotation-temperature curves for semi-rigid joints

Journal of Constructional Steel Research

Volumn 61, Issue 3, 2005, Pages 281-303

  Al Jabri, K S ^a   Burgess, I W ^b   Lennon, T ^c   Plank, R J ^b  

^a SULTAN QABOOS UNIVERSITY   (Oman)

^b UNIVERSITY OF SHEFFIELD   (United Kingdom)

^c BUILDING RESEARCH ESTABLISHMENT   (United Kingdom)

Author keywords

Bare steel; Composite; Connections; Elevated temperature; Fire; Joints; Moment Rotation curves

Indexed keywords

BEAMS AND GIRDERS; BUILDINGS; CODES (STANDARDS); FIRES; HIGH TEMPERATURE TESTING; STEEL CONSTRUCTION; STRUCTURAL DESIGN;

BARE-STEEL; BEAM-TO-COLUMN CONNECTIONS; ELEVATED TEMPERATURE; MOMENT-ROTATION CURVES; SEMI-RIGID JOINTS;

JOINTS (STRUCTURAL COMPONENTS);

EID: 10444237258     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2004.09.001     Document Type: Article

References (28)

1. Jones SW, Kirby PA, Nethercot DA. The analysis of frames with semi-rigid connections - a state-of-the-art report. Department of Civil and Structural Engineering, University of Sheffield, UK; 1981.
2. Investigation of Broadgate phase 8 fire. Structural fire engineering. UK: Steel Construction Institute; 1991.
3. Robinson J. New thinking on multi-storey building fires: the Cardington fire test programme - initial conclusions. Fire Saf Eng 1997;4(6):25-6.
4. Lennon T. Personal correspondence. Watford, UK: Building Research Establishment Ltd (BRE); 1996.
5. Kruppa J. Resistance on feu des assemblage par boulous. CTICM Report, Document No. 1013-1, Centre Technique Industrial de la Construction Metallique. France: St. Remy Chevzuese; 1976 [English translation available entitled Fire resistance of joints with high strength bolts].
6. The performance of beam/column/beam connections in the BS 5950: part 8 fire test. Reports T/RS/1380/33/82D and T/RS/1380/34/82D, British Steel (Swindon labs), Rotherham; 1982.
7. Lawson RM. Behaviour of steel beam-to-column connections in fire. Struct Eng 1990;68(14):263-71.
8. Leston-Jones LC. The influence of semi-rigid connections on the performance of steel framed structures in fire. Ph.D. Thesis, University of Sheffield; 1997.
9. Al-Jabri KS, Lennon T, Burgess IW, Plank RJ. Behaviour of steel and composite beam-column connections in fire. J Constr Steel Res 1998;46(l-3): Paper No. 180.
10. Al-Jabri KS. The behaviour of steel and composite beam-to-column connections in fire. Ph.D. Thesis, University of Sheffield; 1999.
11. Boreman J, Kirby PA, Davison JB. Cardington steel frame building: tests on nine additional isolated bare steel connections. Preliminary Report to BRE, Department of Civil and Structural Engineering, University of Sheffield, UK; 1995.
12. Al-Jabri KS, Burgess IW, Plank RJ. Material and geometrical properties for elevated-temperature beam-column connection tests. Research Report DCSE/98/F/5, Department of Civil and Structural Engineering, University of Sheffield, UK; 1998.
13. Baker JF. Second report, steel structures research committee. Department of Scientific and Industrial Research, HMSO, London; 1934.
14. Rathburn J. Elastic properties of riveted connections. Trans Amer Soc Civil Eng 1936;101:524-63.
15. Lionberger SR, Weever W. Dynamic response of frames with non-rigid connections. J Eng Mech Div ASCE 1969;95(EM1):95-114.
16. Romstad KM, Subramanian CV. Analysis of frames with partial connection rigidity. J Struct Div ASCE 1970;96(ST11):2283-300.
17. Moncarz PD, Gerstle KH. Steel frames with non-linear connections. J Struct Div, ASCE 1981;107(8):1427-41.
18. Poggi C, Zandonini R. Behaviour and strength of steel frames with semi-rigid connections. In: Chen WF, editor. Connection flexibility and steel frames. Proc. ASCE; 1985. p. 57-76.
19. Sommer WH. Behaviour of welded header plate connection. MS Thesis, University of Toronto, Canada; 1969.
20. Fry MJ, Morris GA. Analysis of flexibly connected frames. Can J Civ Eng 1975;2(3):280-91.
21. Richard RM, Abbott BJ. Versatile elastic-plastic stress-strain formula. J Eng Mech Div, ASCE 1975;101(4):511-5.
22. Ang KM, Morris GA. Analysis of three-dimensional frames with flexible beam-column connections. Can J Civ Eng 1984;11(2):245-54.
23. Ramberg W, Osgood WR. Description of stress-strain curves by 3 parameters. Technical Report 902, National Advisory Committee for Aeronautics; 1943.
24. Jones SW, Kirby PA, Nethercot DA. The analysis of frames with semi-rigid connections - a state-of-the-art report. J Constr Steel Res 1983;3(2):2-13.
25. Chen WG, Lui EM. Column with end restraint and bending in load and resistance factor design. AISC J 1985:105-32.
26. Lui EM, Chen WG. Analysis and behaviour of flexibly jointed frames. Eng Struct 1986;8(2):107-18.
27. Kishi N, Chen WF. Database of steel beam-to-column connection. Structural engineering report no. CE-STR-86-26, School of Civ. Engrg., Purdue University, West Lafayette, Ind.; 1986.
28. El-Rimawi JA. The behaviour of flexural members under fire conditions. Ph.D. Thesis, University of Sheffield; 1989.