Lateral displacement and collapse of single-story steel frames in uncontrolled fires

Engineering Structures

Volumn 26, Issue 5, 2004, Pages 593-607

  Ali, Hosam M ^a   Senseny, Paul E ^a   Alpert, Ronald L ^a  

^a FM GLOBAL RESEARCH   (United States)

Author keywords

Collapse; Lateral displacement; Steel frame; Uncontrolled fire

Indexed keywords

CREEP; FAILURE ANALYSIS; FINITE ELEMENT METHOD; FIRE HAZARDS; HIGH TEMPERATURE EFFECTS; MATHEMATICAL MODELS; STEEL STRUCTURES; THERMAL EXPANSION;

COLLAPSE MODE; STEEL FRAMED BUILDINGS;

STRUCTURAL FRAMES;

FIRE; STEEL STRUCTURE;

EID: 1842714370     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2003.12.007     Document Type: Article

References (34)

1. Ali H.M. Senseny P.E. Performance of single-story steel frames in large fires International Conference on Engineered Fire Protection Design, San Francisco, California, USA, Society of Fire Protection Engineers 2001 449-460
2. Ali H.M. Senseny P.E. Croce P.A. Structural collapse in large fires Fire Research Development and Application in the 21st Century, FORUM 2000 Meeting for International Cooperation on Fire Research 2000 1-16 Architectural and Building Research Institute Taipei, Taiwan
3. ASTM E 119. Standard test methods for fire tests of building construction and materials. ASTM Standards 1997;4.07 [Section 4].
4. Rubert A. Schaumann P. Structural steel and plane frame assemblies under fire action Fire Safety Journal 10 1986 173-184
5. Rubert A. Schaumann P. Tragverhalten Stahlerner Rahmensysteme bei Brandbeanspruchung Stahlbau 54 1985 280-287
6. Baily C.G. The influence of the thermal expansion of beams on the structural behavior of columns in steel-framed structures during fire Engineering Structures 22 2000 755-768
7. Lane B. Performance-based design for fire resistance. Modern Steel Construction 2000;40:54-61.
8. Franssen J.-M. Failure temperature of a system comprising a restrained column submitted to fire Fire Safety Journal 34 2000 191-207
9. HKS (Hibbit, Karlsson - Sorensen, Inc.). ABAQUS/standard-versions 5.8 to 6.2. Pawtucket, Rhode Island; 1998-2002.
10. Fields BA, Fields RJ. Elevated temperature deformation of structural steel. National Institute of Standards and Technology, NISTIR 88-3899; 1989.
11. Schleich J.B. Bouillette J.-P. Hass R. Preston R. Sandman T. International fire engineering design for steel structures: state of the art 1993 International Iron and Steel Institute Brussels, Belgium
12. Poh KW. Modeling elevated temperature properties of structural steel. BHP Research, The Broken Hill Proprietary Company Limited, BHPR/SM/R/055; 1996.
13. Kirby B.R. Preston R.R. High temperature properties of hot-rolled structural steel for use in fire engineering design studies Fire Safety Journal 13 1988 27-37
14. Twilt L. Strength and deformation properties of steel at elevated temperatures: some practical implications Fire Safety Journal 13 1988 9-15
15. AISC-American Institute of Steel Construction. Manual of steel construction: load and resistance factor design. Structural members, specifications and codes, vol. I, 2nd ed. American Institute of Steel Construction; 1994.
16. Merritt F.S. Standard handbook for civil engineers 3rd ed. 1983 McGraw-Hill
17. Jeanes D.C. Application of the computer in modeling fire endurance of structural steel floor systems Fire Safety Journal 9 1985 119-135
18. Iding RH, Bresler B. Effect of fire exposure on steel framed buildings. Report WJE No. 78124 to American Iron and Steel Institute, Wiss, Janney, Elstner - Associates, Inc.; 1982.
19. Baker D.J. Xie Y.M. Elasto-plastic-creep analysis of restrained steel columns exposed to fire Proceedings of the Fourth International Symposium, Fire Safety Science, Ottawa, Canada 1994 1113-1124
20. Saab HA. Nonlinear finite element analysis of steel frames in fire conditions. Ph.D. Thesis, University of Sheffield; 1990.
21. Salmon C.G. Johnson J.E. Steel structures: design and behavior-emphasizing load and resistance factors design 4th ed. 1996 Harper Collins College Publishers
22. Brockenbrough R.L. Johnston B.G. Steel design manual 1968 United States Steel Corporation Pittsburgh, Pennsylvania, USA
23. Bresler B. Iding R.H. Attalla M.R. Analytical methods for prediction of structural responses to long duration fires Structural engineering world wide (SEWC) 1998 1998 Elsevier Science Ltd [Paper reference: T203-1]
24. Law M. Kruppa J. Twilt L. "Eurocode 3 - Design of Steel Structures: Part 10: Structural Fire Design" 1990 Commission of the European Communities (CEC) London, UK
25. Schleich J.B. Kruppa J. Schaumann P. Twilt L. Eurocode 4-design of composite structures: Part 10: structural fire design 1990 Commission of the European Communities (CEC) Luxembourg
26. Lie T.T. Structural fire protection 1992 American Society of Civil Engineers New York
27. Knight D, Skinner DH, Lay MG. Prediction of isothermal creep. Melbourne Research Laboratory Report 18/2. Clayton, Victoriam Australia, Broken Hill Proprietary Company; 1971. p. 1-14.
28. Skinner DH. Determination of high temperature properties of steel. Technical Bulletin. Melbourne, Australia: Broken Hill Proprietary Company 1972;16(2):10-21.
29. Ali HM, Senseny PE. Clearance between steel frames and MFL walls. Technical Report. Norwood, Massachusetts, USA: Factory Mutual Research Corporation; 2000.
30. The Steel Construction Institute. Fire resistance design of steel structures: a handbook to BS 5950: Part 8: 1990. UK; 1990.
31. Alpert R.L. Convective heat transfer in the impingement region of a buoyant plume Journal of Heat Transfer, Transactions of the ASME 109 1987 120-124
32. Saab H.A. Nethercot D.A. Modeling steel frame behavior under fire conditions Engineering Structures 13 1991 371-382
33. Zhao J.-C. Application of the direct iteration method for non-linear analysis of steel frames in fire Fire Safety Journal 35 2000 241-255
34. Toh W.S. Tan K.H. Fung T.C. Strength and stability of steel frames in fire: Rankine approach Journal of Structural Engineering 127 4 2001 461-469