Travelling fires for structural design-Part I: Literature review

Abstract Close inspection of accidental fires in large, open-plan compartments reveals that they do not burn simultaneously throughout the whole enclosure. Instead, these fires tend to move across floor plates as flames spread, burning over a limited area at any one time. These fires have been labelled travelling fires. Current structural fire design methods do not account for these types of fires. Despite these observations, fire scenarios most commonly used for the structural design of modern buildings are based on traditional methods that assume uniform burning and homogenous temperature conditions throughout a compartment, regardless of its size. This paper is Part I of a two part article and is a literature review of the research on the new topic of travelling fires. A brief background to the traditional methods that assume uniform fires is given along with critiques of that assumption, such as the observation of heterogeneity among compartment temperatures and the travelling nature of fires in both accidental events and controlled tests. The research in travelling fires is reviewed, highlighting the pioneering work in the field to date, and compared to the state of the art. The main challenge in developing tools for incorporating travelling fires into design is the lack of large scale test data. Nonetheless, significant progress in the field has been made and two methodologies using travelling fires to characterise the thermal environment for structural analysis have recently been developed. The research in quantifying the structural response to travelling fires is also reviewed, demonstrating the benefit of collaboration between fire engineers and structural fire engineers.

[1]  Ulf Wickström Temperature Calculation of Insulated Steel Columns Exposed to Natural Fire , 1981 .

[2]  Graeme Flint Fire induced collapse of tall buildings , 2005 .

[3]  I. D. Bennetts,et al.  Fires In Enclosures With Single Ventilation Openings - Comparison Of Long And Wide Enclosures , 2000 .

[4]  T. Z. Harmathy,et al.  A new look at compartment fires, part II , 1972 .

[5]  R. B. Williamson,et al.  The historical basis of fire resistance testing — Part II , 1978 .

[6]  Guillermo Rein,et al.  Out of Range , 2009 .

[7]  Luke Bisby,et al.  Experimental review of the homogeneous temperature assumption in post-flashover compartment fires , 2010 .

[8]  Harold E. Nelson,et al.  Reconstruction of the Fires in the World Trade Center Towers. Federal Building and Fire Safety Investigation of the World Trade Center Disaster (NIST NCSTAR 1-5) | NIST , 2005 .

[9]  Wolfram Jahn Inverse Modelling to Forecast Enclosure Fire Dynamics , 2010 .

[10]  P. H. Thomas Modelling of compartment fires , 1983 .

[11]  Ian Burgess,et al.  Analyses of the effects of cooling and fire spread on steel-framed buildings , 1996 .

[12]  B. R. Kirby,et al.  NATURAL FIRES IN LARGE SCALE COMPARTMENTS , 1999 .

[13]  C. R. Barnett,et al.  BFD curve: a new empirical model for fire compartment temperatures , 2002 .

[14]  Angus Law The Assessment and Response of Concrete Structures Subject to Fire , 2010 .

[15]  Guillermo Rein,et al.  Multi-story Fire Analysis for High-Rise Buildings , 2007 .

[16]  James G. Quintiere,et al.  Enclosure Fire Dynamics , 1999 .

[17]  Martin Gillie,et al.  Structural behaviour during a vertically travelling fire , 2010 .

[18]  Ehab Ellobody,et al.  Structural performance of a post-tensioned concrete floor during horizontally travelling fires , 2011 .

[19]  Andrew H. Buchanan,et al.  The Challenges of Predicting Structural Performance in Fires , 2008 .

[20]  Ulf Wickström,et al.  Travelling fires for CFD , 2011 .

[21]  Kathryn M. Butler,et al.  Visual Evidence, Damage Estimates, and Timeline Analysis (Chapters 9-Appendix C). Federal Building and Fire Safety Investigation of the World Trade Center Disaster (NIST NCSTAR 1-5A) | NIST , 2005 .

[22]  G. Charles Clifton,et al.  MODELLING OF THE CARDINGTON LBTF STEEL FRAME BUILDING FIRE TESTS , 2004 .

[23]  R. L. Alpert Calculation of response time of ceiling-mounted fire detectors , 1972 .

[24]  Guillermo Rein,et al.  The influence of travelling fires on a concrete frame , 2011 .

[25]  Ove Pettersson,et al.  Fire Engineering Design of Steel Structures , 1976 .

[26]  Zhongcheng Ma,et al.  Parametric temperature–time curves of medium compartment fires for structural design , 2000 .

[27]  Guillermo Rein,et al.  Travelling fires for structural design-Part II: Design methodology , 2012 .

[28]  Ian A Fletcher,et al.  Tall concrete buildings subject to vertically moving fires : a case study approach , 2009 .

[29]  T. T. Lie,et al.  Characteristic temperature curves for various fire severities , 1974 .

[30]  Guillermo Rein,et al.  Structural Engineering and Fire Dynamics: Advances at the Interface and Buchanan's Challenge , 2011 .

[31]  Andrew H. Buchanan,et al.  Structural Design for Fire Safety , 2001 .

[32]  D. Drysdale An Introduction to Fire Dynamics , 2011 .

[33]  Thomas Lennon,et al.  The natural fire safety concept—full-scale tests at Cardington , 2003 .

[34]  Khalid Moinuddin,et al.  Fire Development In A Deep Enclosure , 2005 .

[35]  Samuel L. Manzello,et al.  Furnace Testing of Full-Scale Gypsum Steel Stud Non-Load Bearing Wall Assemblies: Results of Multi-Laboratory Testing in Canada, Japan, and USA , 2009 .

[36]  R. B. Williamson,et al.  Post‐flashover compartment fires: Basis of a theoretical model , 1978 .

[37]  Jamie Stern-Gottfried,et al.  Travelling Fires for Structural Design , 2011 .