Abstract
Structural fire safety is one of the key considerations in the design and maintenance of the built infrastructure, yet there are serious limitations in the current approaches to structural fire safety and also severe knowledge gaps in the literature. Two main reasons for these limitations are the lack of significant research activities in this field and lack of educational and training programs in the universities. This paper reviews the current state-of-the-art and identifies the research and training needs for improved fire safety in the U.S. These discussions are based on a two-day workshop organized at Michigan State University which brought together many academics from U.S universities, international experts, and design professionals in the structural fire safety field. This paper summarizes the conclusions of the workshop and identifies the top ten research and training needs in structural fire safety.
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References
NRC (2003) Making the nation safe from fire, a path forward in research. National Research Council (NRC) of the National Academies, National Academies Press, Washington
FEMA (2002) World Trade Center building performance study: data collection, preliminary observations, and recommendations. Federal Emergency Management Agency (FEMA), Federal Insurance and Mitigation Administration, Washington, DC
Grosshandler WL (ed) (2002) Proceedings of fire resistance determination and performance prediction research needs workshop. National Institute of Standards and Technology (NIST), Gaithersburg
NIST (2005) Final report of the national construction safety team on the collapse of the world trade center twin towers. NIST NCSTAR 1. National Institute of Standards and Technology, Gaithersburg
Kodur VKR, Garlock MEM, Iwankiw N (2007) Structures in fire: state of the art, research and training needs. NIST Report GCR 07-915. National Institute of Standards and Technology, Gaithersburg
SFPE (2011) Engineering standard on calculating fire exposures to structures. Society of Fire Protection Engineers, Bethesda
Franssen J-M (2005) SAFIR: a thermal/structural program for modeling structures under fire. Eng J AISC 42(3):143–158
Usmani AS, Rotter JM, Lamont S, Sanad AM, Gillie M (2001) Fundamental principles of structural behavior under thermal effects. Fire Saf J 36:721–744
Quiel SE, Garlock MEM, Paya-Zaforteza I (2011) Closed-form procedure for predicting the capacity and demand of steel beam-columns under fire. J Struct Eng 137(9):967–976
Milke JA (1999) Analytical methods to evaluate fire resistance of structural members. J Struct Eng 125(10):1179–1187
Tan K-H, Huang Z-F (2005) Structural responses of axially restrained steel beams with semirigid moment connection in fire. J Struct Eng 131(4):541–551
Garlock M, Quiel SE (2007) The behavior of steel perimeter columns in a high-rise building under fire. Eng J AISC 44(4):359–372
Dong YL, Zhu EC, Prasad K (2008) Thermal and structural response of two-storey two-bay composite steel frames under furnace loading. Fire Saf J 44(4):439–450. doi:10.1016/j.firesaf.2008.09.005
Flint G, Usmani A, Lamont S, Lane B, Torero J (2007) Structural response of tall buildings to multiple fires. J Struct Eng 133(12):1719–1732
Lamont S, Lane B, Flint G, Usmani A (2006) Behavior of structures in fire—a case study. J Fire Prot Eng 16(2):5–35
Bailey CG, Lennon T, Moore DB (1999) The behavior of full-scale steel-framed buildings subjected to compartment fires. J Struct Eng 77(8):15–21
Wang YC, Lennon T, Moore T (1995) The behaviour of steel frames subject to fire. J Constr Steel Res 35:291–322
Liew JYR, Tang LK, Choo YS (2002) Advanced analysis for performance-based design of steel structures exposed to fires. J Struct Eng 128(12):1584–1593
Liew JYR, Chen H (2004) Explosion and fire analysis of steel frames using fiber element approach. J Struct Eng 130(7):991–1000
Ma KY, Liew JYR (2004) Nonlinear plastic hinge analysis of three-dimensional steel frames in fire. J Struct Eng 130(7):981–990
Toh WS, Tan KH, Fung TC (2000) Strength and stability of steel frames in fire: Rankine approach. J Struct Eng 127(4):461–469
Toh WS, Fung TC, Tan KH (2001) Fire resistance of steel frames using classical and numerical methods. J Struct Eng 127(7):829–838
Franssen JM, Kodur VR, Mason J (2004) User manual for SAFIR 2004: a computer program for analysis of structures subjected to fire. Research Report, University of Liege
Kim H-J, Lilley DG (2002) Structural fire modeling with the zone method. ASME 2002 international design engineering technical conferences and computers and information in engineering conference, IDETC/CIE2002, vol 1, pp 337–346
Nwosu DI, Kodur VKR (1999) Behaviour of steel frames under fire conditions. Can J Civil Eng 26:156–167
Kodur V, Raut N (2008) Fire resistance of reinforced concrete columns—state-of-the-art and research needs. In: ACI SP-255 CD-ROM: designing concrete structures for fire safety, pp 1–24
Kodur VKR, Fike RS (2009) Guidelines for improving the standard fire resistance test specifications. J ASTM Int 6(7):1–16
Lennon T, Moore D (2004) Client report: results and observations from full-scale fire test at BRE Cardington. 16 January 2003 Client report number 215-741
Gille M, Usmani AS, Rotter JM (2002) A structural analysis of the Cardington British Steel corner test. J Constr Steel Res 58(4):427–442
Lawson RM (1990) Behaviour of steel beam-to-column connections in fire. J Struct Eng 68(14):263–271
Leston-Jones LC, Burgess IW, Lennon T, Plank RJ (1997) Elevated-temperature moment-rotation tests on steelwork connections. Proc Inst Civil Eng 122(Nov):410–419
Al-Jabri KS, Lennon T, Burgess IW, Plank RJ (1998) Behaviour of steel and composite beam-column connections in fire. J Constr Steel Res 46(1–3):308–309
Spyrou S, Davison JB, Burgess IW, Plank RJ (2004) Experimental and analytical investigation of the ‘compression zone’ components within a steel joint at elevated temperatures. J Constr Steel Res 60(6):841–865
Spyrou S, Davison JB, Burgess IW, Plank RJ (2004) Experimental and analytical investigation of the ‘tension zone’ components within a steel joint at elevated temperatures. J Constr Steel Res 60(6):867–896
Liu TCH (1996) Finite element modelling of behaviours of steel beams and connections in fire. J Struct Eng 125(10):1188–1197
Liu TCH (1999) Moment-rotation temperature characteristics of steel/composite connections. J Constr Steel Res 36(3):181–199
Ramli-Sulong NH, Elghazouli AY, Izzuddin BA (2007) Behavior and design of beam-to-column connection under fire conditions. Fire Saf J 42(6):437–451
Wang Y, Ding J (2006) Experimental behaviour of steel joints to concrete filled steel tubular columns in fire. In: Proceedings of fourth international symposium on steel structures, Seoul, Korea, 16–18 November
Yu H, Burgess IW, Davison JB, Plank RJ (2008) Experimental investigation of the behavior of fin plate connections in fire. J Constr Steel Res 65(3):723–736. doi:10.1016/j.jcsr.2008.02.015
Yu H, Burgess IW, Davison JB, Plank RJ (2007) Numerical simulation of bolted steel connections in fire using explicit dynamic analysis. J Constr Steel Res. doi:10.1016/j.jcsr.2007.10.009
Selamet S, Garlock MEM (2010) Robust design of single plate shear connections for fire. Eng Struct 32(8):2367–2378
Kodur VKR, Harmathy TZ (2002) Properties of building materials. In: DiNenno PJ (ed) SFPE handbook of fire protection engineering, 3rd edn. National Fire Protection Agency, Quincy
Lie TT (1992) Structural fire protection: manual of practice, No 78. ASCE, New York
ASCE (1992) Structural fire protection. In: Lie TT (ed) ASCE manuals and reports of engineering practice, No 78. American Society of Civil Engineers, New York
Eurocode 2 (EN1992-1-2) (2004) Design of concrete structures. Part 1.2: general rules—structural fire design. Commission of European Communities, Brussels
CEN (2004) Eurocode 2: design of concrete structures. Part 1–2: general rules—structural fire design (ENV 1992-1-2:2004). European Commission for Standardization (CEN), Brussels
Kodur VKR, Dwaikat MMS, Dwaikat MB (2008) High-temperature properties of concrete for fire resistance modeling of structures. ACI Mater J 105(5):517–527
Khoury GA, Majorana CE, Pesavento F, Schrefler BA (2002) Modeling of heated concrete. Mag Concr Res 54(2):77–101
Khaliq W, Kodur V (2011) Thermal and mechanical properties of fiber reinforced high performance self-consolidating concrete at elevated temperatures. J Cem Concr Res 41:1112–1122
ASTM (2001) Standard methods of fire test of building construction and materials. test method E119-01. American Society for Testing and Materials, West Conshohocken
Barry C (2007) Fire inside: structural design with fire safety in mind. Sci News 172:122–124
Acknowledgements
This workshop was supported by NSF under Grant No. CMMI 0707360, NIST under Grant No. 60NANB706011, and by MSU. Any opinions, findings, and conclusions expressed in this material are those of the authors and do not necessarily represent the views and opinions of the sponsors.
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Kodur, V.K.R., Garlock, M. & Iwankiw, N. Structures in Fire: State-of-the-Art, Research and Training Needs. Fire Technol 48, 825–839 (2012). https://doi.org/10.1007/s10694-011-0247-4
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DOI: https://doi.org/10.1007/s10694-011-0247-4