The experimental behaviour of a full-scale, semirigidly connected composite frame: Detailed appraisal

Journal of Constructional Steel Research

Volumn 39, Issue 3, 1996, Pages 193-220

  Li, T Q ^a   Moore, D B ^b   Nethercot, D A ^a   Choo, B S ^a  

^a UNIVERSITY OF NOTTINGHAM   (United Kingdom)

^b BUILDING RESEARCH ESTABLISHMENT   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

COMPOSITE BEAMS AND GIRDERS; COMPOSITE MATERIALS; COMPOSITE STRUCTURES; CONNECTORS (STRUCTURAL); DEFLECTION (STRUCTURES); LOAD LIMITS; STEEL BEAMS AND GIRDERS; STRUCTURAL LOADS;

INTERNAL FORCE DISTRIBUTION; MOMENT CAPACITIES; QUASIPLASTIC APPROACH;

STRUCTURAL FRAMES;

EID: 0030233609     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(96)00041-7     Document Type: Article

References (12)

1. Li, T. Q., Moore, D. B., Nethercot, D. A. and Choo, B. S., The experimental behaviour of a full-scale, semi-rigidly connected composite frame: overall considerations. Journal of Constructional Steel Research, 1996, 39, 167-191.
2. BS5950: Part 3: Section 3.1, Code of practice for design of simple and continuous composite beams. British Standard: Structural Use of Steelwork in Building, British Standards Institution, 1990.
3. Li, T. Q., Choo, B. S. and Nethercot, D. A., Determination of rotation capacity requirements for steel and composite beams. Journal of Constructional Steel Research, 1995, 32, 303-332.
4. Nethercot, D. A., Li, T. Q. and Choo, B. S., Required rotations and moment redistribution for composite and continuous beams. Journal of Constructional Steel Research, 1995, 35(2), 121-163.
5. Li, T. Q., Nethercot, D. A. and Choo, B. S., Behaviour of flush end-plate composite connections with unbalanced moment and variable shear/moment ratios - II. Prediction of moment capacity. Journal of Constructional Steel Research, 1996, 38(2), 165-198.
6. Li, T. Q., Nethercot, D. A. and Choo, B. S., Behaviour of flush end-plate composite connections with unbalanced moment and variable shear/moment ratios -I. Experimental behaviour. Journal of Constructional Steel Research, 1996, 38(2), 125-164.
7. BCSA/SCI, Joints in simple construction, Vol. 1: design methods. British Constructional Steel Work Association and Steel Construction Institute, 1991.
8. Nethercot, D. A., Semi-rigid joint action and the design of non-sway composite frames. Engineering Structures, 1995, 17(18), 554-567.
9. Moore, D. B., Nethercot, D. A. and Kirby, P. A., Testing steel frames at full-scale. The Structural Engineer, 1993, 71(23/24), 418-427.
10. Gibbons, C. et al., Behaviour of non-sway multi-storey steel frames (in preparation).
11. Li, T. Q., The analysis and ductility requirements of semi-rigid composite frames. PhD thesis, Department of Civil Engineering, University of Nottingham, 1994.
12. Li, T. Q., Choo, B. S. and Nethercot, D. A., Moment-curvature relations for steel and composite beams. Journal of the Singapore Structural Steel Society, 1993, 4(1), 35-51.