The influence of the thermal expansion of beams on the structural behaviour of columns in steel-framed structures during a fire

Engineering Structures

Volumn 22, Issue 7, 2000, Pages 755-768

  Bailey, C G ^a  

^a BUILDING RESEARCH ESTABLISHMENT   (United Kingdom)

Author keywords

Columns; Fire; Stability; Thermal expansion

Indexed keywords

BUILDING CODES; COLUMNS (STRUCTURAL); FIRE PROTECTION; FLAMMABILITY TESTING; STEEL STRUCTURES; THERMAL EXPANSION;

STEEL FRAMED STRUCTURES;

STRUCTURAL ANALYSIS;

EID: 0033904616     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00028-0     Document Type: Article

References (13)

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3. Martin DM, Moore DB. Introduction and background to the research programme and major fire tests at BRE Cardington. In: National Steel Construction Conference, London, May 1997.
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10. Bailey CG, Moore DB, Lennon T. The structural behaviour of steel columns during a compartment fire in a multi-storey braced steel frame. The Structural Engineer (submitted for publication).
11. Bailey C.G. Enhancement of fire resistance of beams by beam-to-column connections. New Steel Construction. 6(2):1998;44.
12. Wang Y.C., Lennon T., Moore D.B. The behaviour of steel frames subject to fire. J Construct Steel Research. 35:1995;291-322.
13. Bailey CG. The behaviour of steel column in fire. Document RT524. Steel Construction Institute, Ascot, March 1996.