Experimental study of structural fire behaviour of steel beam to concrete filled tubular column assemblies with different types of joints

Engineering Structures

Volumn 29, Issue 12, 2007, Pages 3485-3502

  Ding, J ^a   Wang, Y C ^a  

^a UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Catenary action; Concrete filled tubes; Cooling behaviour; Fire resistance; Fire tests; Joints

Indexed keywords

BENDING STRENGTH; COLUMNS (STRUCTURAL); DEFLECTION (STRUCTURES); DUCTILITY; FAILURE ANALYSIS; FIRE RESISTANCE; JOINTS (STRUCTURAL COMPONENTS); STIFFNESS;

CATENARY ACTION; CONCRETE FILLED TUBULAR COLUMN; ROTATIONAL CAPACITY;

STEEL BEAMS AND GIRDERS;

BENDING STRENGTH; COLUMNS (STRUCTURAL); DEFLECTION (STRUCTURES); DUCTILITY; FAILURE ANALYSIS; FIRE RESISTANCE; JOINTS (STRUCTURAL COMPONENTS); STEEL BEAMS AND GIRDERS; STIFFNESS;

BENDING; COLUMN; COOLING; EXPERIMENTAL STUDY; FAILURE MECHANISM; JOINT; LOADING; STEEL STRUCTURE; STIFFNESS;

EID: 36148974363     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.08.018     Document Type: Article

References (13)

1. Burgess I. Connection modelling in fire. In: Proceedings of the workshop of European union COST Action C26 urban habitat constructions under catastrophic events. Prague: Czech Technical University; 2007. p. 25-34
2. CEN. EN 1993-1-2, Eurocode 3: Design of steel structures, part 1.2: general rules-structural fire design (2005), British Standards Institution, London
3. CEN. EN 1993-1-8, Eurocode 3: Design of steel structures, part 1.8: Design of joints (2005), British Standards Institution, London
4. CEN. EN 1994-1-2, Eurocode 4: Design of composite steel and concrete structures, part 1.2: General rules-structural fire design (2005), British Standards Institution, London
5. Ding J. Behaviour of restrained concrete filled tubular (CFT) columns and their joints in fire. Ph.D. thesis. School of MACE. University of Manchester; 2007
6. Ding J, Wang YC. Temperature in unprotected joints between steel beam to concrete filled tubular columns in fire. Fire Safety Journal 2007 [under review]
7. FEMA. World Trade Center building performance study, data collection, preliminary observations, and recommendations, Report 403. Washington DC (USA): Federal Emergency Management Agency; 2002
8. ISE. Safety in tall buildings and buildings of large occupancy (2002), Institution of Structural Engineers, London
9. Nethercot D.A., and Zandonini R. Methods of prediction of joint behaviour: Beam-to-column connections. In: Narayanan R. (Ed). Structural connections, stability and strength (1989), Elsevier, London 23-62
10. Newman G.M., Robinson J.T., and Bailey C.G. Fire safety design: A new approach to multi-storey steel-framed buildings (2000), SCI Publication P288, London
11. Wang Y.C. Steel and composite structures, behaviour and design for fire safety (2002), Spon Press
12. Wang Y.C. Performance of steel-concrete composite structures in fire. Progress in Structural Engineering and Materials 7 (2005) 86-102
13. Wald F., Bene M., Chladna M., Santiago A., Luis Borges L., Hebikova P.. Project of structural integrity fire tests, Part 1 Measurements, Part 2 Simulation, EC FP5 HPRI, BRE Test CV5535, Cardington; 2002