Abstract
The gold standard for complying Performance Requirements is based on a Quantitative Probabilistic Risk Assessment method. This case study demonstrates the application of this approach to performance based design of a six-storey commercial building with an open stair interconnecting four storeys. Computational Fluid Dynamics based and zone fire as well as evacuation simulations are used to quantify consequences whilst detailed event trees underpinned by statistical data and analysis are utilised to calculate corresponding probabilities. Results are combined in a trade-off analysis tool which calculates the Expected Risk to Life (ERL) based on the trial design features included in each design option. The approach was used to determine a preferred design that achieves an acceptably low ERL and compliance with the Performance Requirements of the Building Code of Australia. The benchmark ERL was set as 1.36 deaths/1000 fires or a probability of death from a fire of 1.36 × 10−3 based on local statistical data. To obtain an optimum fire safety design (Alternative Solution) a layered approach was adopted in which fire safety systems were added until the risk to occupants in the building due to a fire is the same or less than the benchmark ERL. Eventually three sets of trial design were considered and in all cases the calculated ERL were roughly 22% lower than the benchmark. Eventually the trial design with the least number of fire safety systems was recommended as the Alternative Solution. The trade-off analysis shows the sprinklers and wall-wetting sprinklers in the office area resulted in a 20-fold difference in the building wide ERL, each.
Similar content being viewed by others
Notes
A sheet metal product which can be laid as the formwork as well as to serve as an integral part of the structural component. The use of it reduces the concrete slab thickness requirement.
A movement speed of 0.69 m/s has been based on data supplied by the SERT Research Group for the mean manual wheelchair movement speed, SFPE Handbook Revision 3.
References
A. B. C. Board (2013) National construction code series volume 1, Building Code of Australia 2013, Class 2 to 9 buildings, vol. 163. Australian Building Codes Board, Canberra
Watts JM, Hall JR (2016) Introduction to fire risk analysis. In: Hurley MJ, Gottuk DT, Hall Jr JR, Harada K, Kuligowski ED, Puchovsky M, Torero JL, Watts Jr JM, Wieczorek CJ (eds) SFPE handbook of fire protection engineering. Springer, pp 2817–2826
Meacham BJ, Charters D, Johnson P, Salisbury M (2016) Building fire risk analysis. In: Hurley MJ, Gottuk DT, Hall Jr JR, Harada K, Kuligowski ED, Puchovsky M, Torero JL, Watts Jr JM, Wieczorek CJ (eds) SFPE handbook of fire protection engineering. Springer, pp 2941–2991
Guanquan C, Jinhua S (2008) Quantitative assessment of building fire risk to life safety. Risk Anal Int J 28:615–625
Beck V (1991) Fire safety system design using risk assessment models: developments in Australia. Fire Saf Sci 3:45–59
Thomas I, Bennetts I, Poon S, Sims J (1992) The effect of fire in the building at 140 William Street: a risk assessment. BHP Research Melbourne Laboratories, report no BHPR/ENG/R/92/044/SG2C
ABC Board (2016) Building code of Australia volume 2, Class 1 and Class 10 buildings. ABC Board, Canberra
Zhang X, Li X, Hadjisophocleous G (2013) A probabilistic occupant evacuation model for fire emergencies using Monte Carlo methods, Fire Saf J 58:15–24
Zhang G, Huang D, Zhu G, Yuan G (2017) Probabilistic model for safe evacuation under the effect of uncertain factors in fire. Saf Sci 93:222–229
Naser M, Kodur V (2015) A probabilistic assessment for classification of bridges against fire hazard. Fire Saf J 76:65–73
Landucci G, Argenti F, Tugnoli A, Cozzani V (2015) Quantitative assessment of safety barrier performance in the prevention of domino scenarios triggered by fire. Reliab Eng Syst Saf 143:30–43
Balomenos GP, Genikomsou AS, Polak MA, Pandey MD (2015) Efficient method for probabilistic finite element analysis with application to reinforced concrete slabs. Eng Struct 103:85–101
He Y (2013) Probabilistic fire-risk-assessment function and its application in fire resistance design. Procedia Eng 62:130–139
Zhang Y-W (2016) Research on cost-benefit evaluation model for performance-based fire safety design of buildings. Procedia Eng 135:537–543
Poh W, Bennetts I (2005) Sprinklers for property protection–decision based on quantitative cost-benefit risk assessment. Aust J Struct Eng 6:1–10
Van Coile R, Balomenos GP, Pandey MD, Caspeele R (2017) An unbiased method for probabilistic fire safety engineering, requiring a limited number of model evaluations. Fire Technol 53:1705–1744
Van Weyenberge B, Deckers X, Caspeele R, Merci B (2016) Development of a full probabilistic QRA method for quantifying the life safety risk in complex building designs. In: 11th conference on performance based codes and dire safety design methods, pp 1–12
Albrecht C (2014) Quantifying life safety: part I: scenario-based quantification. Fire Saf J 64:87–94
Albrecht C (2014) Quantifying life safety part II: quantification of fire protection systems. Fire Saf J 64:81–86
Yared R, Abdulrazak B (2018) Risk analysis and assessment to enhance safety in a smart kitchen. Fire Technol 54:555–577
Bruns MC (2018) Estimating the flashover probability of residential fires using Monte Carlo simulations of the MQH correlation. Fire Technol 54:187–210
A. B. C. Board (2005) International fire engineering guidelines. Australian Building Codes Board, Canberra
C. f. C. P. S. o. t. A. I. o. C. Engineers (2009) Guidelines for developing quantitative safety risk criteria. In: LEARNING. Wiley, New Jersey
ISO (2009) ISO 31000:2009 risk management principles and guidelines. Standards Australia, Sydney, NSW and Standards New Zealand, Wellington
Babrauskas V, Peacock RD (1992) Heat release rate: the single most important variable in fire hazard. Fire Saf J 18:255–272
Moinuddin KA, Thomas IR (2009) An experimental study of fire development in deep enclosures and a new HRR-time-position model for a deep enclosure based on ventilation factor. Fire Mater 33:157–185
Moinuddin KA, Al-Menhali JS, Prasannan K, Thomas IR (2011) Rise in structural steel temperatures during ISO 9705 room fires. Fire Saf J 46:480–496
Enright PT (2014) Work health & safety legislation; the fire engineer’s neglected duty? Case Stud Fire Saf 2:1–8
Robinson R, Francis G (2014) SFAIRP vs ALARP. CORE 2014: rail transport for a vital economy, p 661
Van Coile R, Hopkin D, Lange D, Jomaas G, Bisby L (2018) The need for hierarchies of acceptance criteria for probabilistic risk assessments in fire engineering. Fire Technol. https://doi.org/10.1007/s10694-018-0746-7
A. B. C. Board (2011) Guide to the Building Code of Australia
Bennetts I, Poh K, Poon S, Thomas I, Lee A, Beever P et al (1998) Fire safety in shopping centres: final research report. Fire Code Reform Centre, Sydney
A. B. o. Statistics. (2011, 04.08.2013) One in five Australians with a disability. http://www.abs.gov.au/ausstats/abs@.nsf/mediareleasesbytitle/49BEE5774F0FB1B1CA256E8B00830DF6?OpenDocument
Brigades NF (2004) NSW fire brigades annual statistical report 2002/03. Author, Sydney
Brigades NF (2005) NSW fire brigades annual statistical report 2003/04. Author, Sydney
Brigades NF (2006) NSW fire brigades annual statistical report 2004/05. Author, Sydney
Brigades NF (2007) NSW fire brigades annual statistical report 2005/06. Author, Sydney
Brigades NF (2008) NSW fire brigades annual statistical report 2006/07. Author, Sydney
N. Z. F. Services (2004) Statistical data of fire events for 1999–2003. New Zealand Fire Service, National Headquarters, Wellington, NZ
A. Standard. Standard 1428.1-2001: ‘design for access and mobility, part 1: general requirements for access: new building work. Standards Australia, Sydney
Dryne B (2001) Fire incident statistics report. Arup, Sydney
G. E. CIBSE (2010) Fire engineering. The Chartered Institution of Building Services Engineers, London
N. Z. M. o. B. I. Employment (2013) C/VM2 verification method: framework for fire safety design. The Ministry of Business, Innovation and Employment, New Zealand
Philip J (2005) SFPE handbook of fire protection engineering, 3rd edn, SFPE, Sydney
M. F. E. S. Board and C. S. Directorate (2010) GUIDELINE fire brigade intervention model (FBIM) general provisions GL-17. Melbourne, Australia
McGrattan K, Hostikka S, McDermott R, Floyd J, Weinschenk C, Overholt K (2013) Fire dynamics simulator, user’s guide. NIST special publication, vol 1019, p 20
I. ThunderHead Engineering Consultants (2013) PathFinder: technical reference. Manhattan
Thomas IR, Moinuddin K, Bennetts ID (2007) The effect of fuel quantity and location on small enclosures fires. J Fire Prod Eng 17:85
Moinuddin KA, Nguyen TD, Mahmud H (2017) Designing an experimental rig for developing a fire severity model using numerical simulation. Fire Mater 41:871–883
Capote JA, Alvear D, Abreu O, Cuesta A, Alonso V (2012) A stochastic approach for simulating human behaviour during evacuation process in passenger trains. Fire Technol 48:911–925
Nelson H, Mowrer F (2002) Emergency movement. In: DiNenno P, Walton DW (eds) SFPE handbook of fire protection engineering. National Fire Protection Association, Quincy, MA
Hall JR (2010) US experience with sprinklers and other automatic fire extinguishing equipment. National Fire Protection Association, Quincy
B. S. Institution (2003) PD-7974 application of fire safety engineering principles to the design of buildings: code of practice. BSI, London
MIL-STD-882D (2000) Standard practice for system safety
Holborn P, Nolan P, Golt J, Townsend N (2002) Fires in workplace premises: risk data. Fire Saf J 37:303–327
Moinuddin K, Thomas I (2014) Reliability of sprinkler system in Australian high rise office buildings. Fire Saf J 63:52–68
Australia S. Sprinklers simplified. ISBN 0-7337-3037-X2000
Holborn P, Nolan P, Golt J (2004) An analysis of fire sizes, fire growth rates and times between events using data from fire investigations. Fire Saf J 39:481–524
Sharma TS (2008) Feasibility and design considerations for the use of lifts as an emergency exit in apartment buildings. Queensland University of Technology, Brisbane City
Wade C (2000) BRANZFIRE technical reference guide. BRANZ, Porirua
Jin T (1976) Visibility through fire smoke (No. 42): report. Fire Research Institute of Japan
Fridolf K, Andrée K, Nilsson D, Frantzich H (2014) The impact of smoke on walking speed. Fire Mater 38:744–759
Thompson PA. Marchant EW (1995) A computer model for the evacuation of large building populations. Fire Saf J 24:131–148
Klote JH, Milke JA (2002) Principles of smoke management. American Society of Heating, Refrigerating and Air-Conditioning Engineers, Atlanta
Staffansson L (2010) Selecting design fires. Brandteknik och Riskhantering, Lunds tekniska högskola, Lund
Alpert RL (1972) Calculation of response time of ceiling-mounted fire detectors. Fire Technol 8:181–195
Author information
Authors and Affiliations
Corresponding author
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Appendix: Quantified Design Fire
Appendix: Quantified Design Fire
Design fires are expressed as t-squared fires where:
where \(\dot{Q}\) heat release rate (kW), α = growth rate (kW/s2), t = time since ignition (s)
HRR is escalated over time according to the specified growth rate until sprinklers activate or until the peak HRR is reached. The HRR then remains constant until 80% of fuel has been consumed at which point the fire begins a t-squared decay until all available fuel has been combusted [65].
Sprinkler activation times have been calculated using FDS for design fires 1 and 2 (office fires), and using Alperts Correlation [66] for design fires 4 and 5 (retail fires) and 7 and 8 (carpark fires). To account for sprinkler efficacy in the scenarios where sprinklers activate, statistical data from Table 6.3 of HB-147 [57] was used to calculate the probability of two sub-scenarios (1) Only one sprinkler head is required to control the fire (sprinklers control fire early); and (2) Four sprinkler heads are required to control the fire (sprinklers control fire late). For Design Fires 1–6, 95th percentile fire growth rates were taken from Table 17 of Holborn et al. [58] according to occupancy type.
Peak HRR for Design Fires 1, 2, 4, 5, 7 and 8 are based on the assumption that HRR will remain constant once sprinklers have activated. Effectively it is assumed that sprinklers will control, but not suppress or extinguish the fire. Peak HRR for Design Fires 2 and 4 were taken from Table 10.3 of Staffannson [65]. Peak HRR and growth rates for design fires 7–9 were taken from C/VM2 [43]. HRRPUA was taken from Table 10.4 of Staffannson [65] based on fuel load type. The HRR versus time curves for each of the design fires is shown in Fig. 8.
Fuel load density was taken from IFEG 2005 [22], Tables 3.4.1a and 3.4.1b based on the most applicable occupancy type and most conservative value between 3.4.1a and the 90% fractile value from 3.4.1b. Fuel load was based on the dominant fuel load in the affected area/floor for each scenario. Species yield and radiative fraction were taken from C/VM2 [43] which is based on a mix of materials. However, modern materials contain a significantly greater mix of polyurethane, in particular for a modern office opting for a larger breakout space with soft seating. This uncertainty was accounted for by picking the worst case scenario or what would be the pessimistic extremity of any range capturing uncertainty. Given the associated peak HRRs in the standard are in most cases higher than those prescribed above, the species yield and radiative fraction is considered conservative. Further, comparison with occupancy-specific recommended yields from Table 10.6 of Staffannson [65] shows that the values used above are conservative (see Table 11).
Rights and permissions
About this article
Cite this article
Sabapathy, P., Depetro, A. & Moinuddin, K. Probabilistic Risk Assessment of Life Safety for a Six-Storey Commercial Building with an Open Stair Interconnecting Four Storeys: A Case Study. Fire Technol 55, 1405–1445 (2019). https://doi.org/10.1007/s10694-019-00859-z
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10694-019-00859-z