TECHNICAL PAPERS
Feb 1, 2006

Performance-Based Structural Fire Safety

Publication: Journal of Performance of Constructed Facilities
Volume 20, Issue 1

Abstract

The ability to understand the performance of building structures under fire exposure and to make informed engineering design decisions based on analysis rather than simply applying prescriptive codes is a growing area of interest. This paper summarizes recent research and provides a possible approach to integrating fire safety engineering into the design process for structural framing systems. Performance-based design of fire-safe structures is defined in terms of five activities, and a series of flowcharts organizes these activities in terms of sublevel functions and their interrelationships. The flowcharts also help to identify informational needs critical to performance-based structural fire safety and to develop an understanding of the role of the fire protection engineer.

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References

ABAQUS user’s manual, version 6.3. (2003). Hibbitt, Karlsson, & Sorensen, Pawtucket, R.I.
Agarwal, J., Blockley, D., and Woodman, N. (2003). “Vulnerability of structural systems.” Struct. Safety, 25(3), 263–286.
Albano, L. D., and Fitzgerald, R. W. (2003). “Design fires for structural performance.” Proc., Designing Structures for Fire Conf., Society of Fire Protection Engineers and Structural Engineering Institute, Baltimore, 53–64.
Ali, H. M., Senseny, P. E., and Alpert, R. L. (2004). “Lateral displacement and collapse of single-story steel frames in uncontrolled fires.” Eng. Struct., 26(5), 593–607.
American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI 318–02, Detroit.
American Institute of Steel Construction (AISC). (1999). Load and resistance factor design specification for structural steel buildings, Chicago.
ASCE. (2002). “Minimum design loads for buildings and other structures.” SEI/ASCE 7-02, Reston, Va.
ASET-B: A room fire program for personal computers. (1985). National Bureau of Standards, Gaithersburg, Md.
ASTM. (2000). “Standard test methods for fire tests of building construction and materials.” E 119-00, West Conshohocken, Pa.
Berhinig, R. W. (2003). “Value of fire resistance testing.” Proc., Designing Structures for Fire Conf., Society of Fire Protection Engineers and Structural Engineering Institute, Baltimore, 86–91.
British Steel. (1999). The behavior of multi-storey steel-framed buildings in a fire: A European joint research programme, Swinden Technology Center, Rotherham, U.K.
Cai, J., Burgess, I., and Plank, R. (2003). “A generalised steel/reinforced concrete beam-column element model for fire conditions.” Eng. Struct., 125(6), 817–833.
CFAST, the consolidated model of fire growth and smoke transport. (1995). National Institute of Standards and Technology, Gaithersburg, Md.
Custer, R. L. P., and Meacham, B. J. (2000). SFPE engineering guide to performance-based fire protection, analysis, and design of buildings, National Fire Protection Association, Quincy, Mass.
European Committee for Standardization (CEN). (2002). EN 1991 Eurocode: Actions on structures, Brussels, Belgium.
European Convention for Constructional Steelwork (ECCS). (2001). Model code on fire engineering, 1st Ed., Technical Committee 3, Brussels, Belgium.
Fire Dynamics Simulator (version 2)—User’s guide. (2001). National Institute of Standards and Technology, Gaithersburg, Md.
Fitzgerald, R. W. (2004). Building fire performance analysis, Wiley, Sussex, U.K.
Franssen, J. M., Kodur, V. K. R., and Mason, J. (2002). SAFIR: A computer program for analysis of structures submitted to the fire, Univ. of Liege, Liege, Belgium.
Gillie, M., Usmani, A. S., and Rotter, J. M. (2002). “A structural analysis of the Cardington British steel corner test.” J. Constr. Steel Res., 58(4), 427–442.
International Code Council (ICC). (2001). ICC performance code for buildings and facilities, Falls Church, Va.
Johann, M. A. (2002). “Fire-robust structural engineering: A framework approach to structural design for fire conditions.” MS thesis, Worcester Polytechnic Institute, Worcester, Mass.
Milke, J. (1999). “Analytical methods to evaluate fire resistance of structural members.” J. Struct. Eng., 125(10), 1179–1187.
Milke, J. (2002). “Analytical methods for determining fire resistance of steel members.” SFPE handbook of fire protection engineering, 3rd Ed., National Fire Protection Association, Quincy, Mass.
Najjar, S. R. (1994). “Three-dimensional analysis of steel frames, subframes in fire.” PhD thesis, Univ. of Sheffield, Sheffield, U.K.
National Fire Protection Association (NFPA). (2002). NFPA 5000, building construction and safety code, Quincy, Mass.
Pettersson, O., Magnusson, S. E., and Thor, J. (1976). “Fire engineering design of steel structures.” Bulletin 52, Lund Institute of Technology, Lund, Sweden.
Ryder, N. L., Wolin, S. D., and Milke, J. (2002). “An investigation of the reduction in fire resistance of steel columns caused by loss of spray-applied fire protection.” J. Fire Protect. Eng., 12(1), 31–44.
Singhal, A., and Kiremidjian, A. S. (1996). “Method for probabilistic evaluation of seismic structural damage.” J. Struct. Eng., 122(12), 1459–1467.
Sultan, M. A. (1996). “Effect of furnace parameters on fire severity in standard fire resistance tests.” Fire Mater., 20(5), 245–252.
Thomson, G., and Preston, R. R. (1996). “Towards harmonized standard fire resistance testing.” Fire Saf. J., 27(2), 91–112.
Underwriter’s Laboratory (UL). (2004). Fire resistance directory, Northbrook, Ill.
Yin, Y. Z., and Wang, Y. C. (2004). “A numerical study of large deflection behaviour of restrained steel beams at elevated temperatures.” J. Constr. Steel Res., 60(7), 1029–1047.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 20Issue 1February 2006
Pages: 45 - 53

History

Received: Jun 21, 2004
Accepted: Sep 14, 2004
Published online: Feb 1, 2006
Published in print: Feb 2006

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Authors

Affiliations

Matthew A. Johann, A.M.ASCE
Fire Specialist, Arup Fire, 1500 West Park Dr., Ste. 180, Westborough, MA 01581.
Leonard D. Albano, M.ASCE
P.E.
Associate Professor, Civil and Environmental Engineering Dept. and Fire Protection Engineering Program, WPI, Worcester, MA 01609.
Robert W. Fitzgerald, F.ASCE
P.E.
Professor, Civil and Environmental Engineering Dept. and Fire Protection Engineering Program, WPI, Worcester, MA 01609.
Brian J. Meacham
P.E.
Principal Risk and Fire Consultant, Arup Fire, 1500 West Park Dr., Ste. 180, Westborough, MA 01581.

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