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An Unbiased Method for Probabilistic Fire Safety Engineering, Requiring a Limited Number of Model Evaluations

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Abstract

The rise of Performance Based Design methodologies for fire safety engineering has increased the interest of the fire safety community in the concepts of risk and reliability. Practical applications have however been severely hampered by the lack of an efficient unbiased calculation methodology. This is because on the one hand, the distribution types of model output variables in fire safety engineering are not known and traditional distribution types as for example the normal and lognormal distribution may result in unsafe approximations. Therefore unbiased methods must be applied which make no (implicit) assumptions on the PDF type. Traditionally these unbiased methods are based on Monte Carlo simulations. On the other hand, Monte Carlo simulations require a large number of model evaluations and are therefore too computationally expensive when large and nonlinear calculation models are applied, as is common in fire safety engineering. The methodology presented in this paper avoids this deadlock by making an unbiased estimate of the PDF based on only a very limited number of model evaluations. The methodology is known as the Maximum Entropy Multiplicative Dimensional Reduction Method (ME-MDRM) and results in a mathematical formula for the probability density function (PDF) describing the uncertain output variable. The method can be applied with existing models and calculation tools and allows for a parallelization of model evaluations. The example applications given in the paper stem from the field of structural fire safety and illustrate the excellent performance of the method for probabilistic structural fire safety engineering. The ME-MDRM can however be considered applicable to other types of engineering models as well.

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Abbreviations

E[.]:

Expected value operator

F x :

Cumulative density function for the variable X

\( F_{X}^{ - 1} \) :

Inverse cumulative density function for the variable X

f xl :

Probability density function describing the lth stochastic input variable

f y :

Probability density function describing Y

\( \hat{f}_{y} \) :

ME-MDRM estimate for f y

h(.):

Model response indicator

h l (.):

Unidimensional cut function for h(.) where all stochastic input variables expect the lth are evaluated by their median value

h 0 :

Model response y when all stochastic variables are given by their median values

L :

Number of Gauss integration points for the Gaussian interpolation

\( M_{Y}^{{\alpha_{i} }} \) :

α th i sample moment of Y

m :

Order of the Maximum Entropy estimate

n :

Number of stochastic variables

P f :

Probability of failure

P f,fi :

Probability of failure conditional on the occurrence of a ‘significant’ fire

w j :

Gauss weight for the jth Gauss integration point

x :

Vector of stochastic input variables x l

Y :

The stochastic model output

y :

Realization of the model output

y j,l :

Model realization where the lth stochastic variable is defined by the jth Gauss integration point, and all other variables are evaluated by their median value

z j :

jth Gauss integration point

α i :

Exponent i for the ME-MDRM estimate of the PDF

λ i :

Coefficient i for the ME-MDRM estimate of the PDF

λ 0 :

Normalization coefficient for the ME-MDRM estimate of the PDF

μ X :

Mean value of stochastic variable X

\( \hat{\mu }_{X} \) :

Estimated mean value of stochastic variable X

\( \overset{\lower0.5em\hbox{$\smash{\scriptscriptstyle\frown}$}}{\mu }_{X} \) :

Median value of stochastic variable X

σ X :

Standard deviation of stochastic variable X

Φ :

Standard normal cumulative distribution function

φ:

Standard normal probability density function

LHS:

Latin Hypercube Sampling

MCS:

Monte Carlo simulations

ME-MDRM:

Maximum Entropy Multiplicative Dimensional Reduction Method

MDRM–G:

Parameter estimation based on Multiplicative Dimensional Reduction Method and Gaussian interpolation

PDF:

Probability density function

References

  1. Aachenbach M, Morgenthal G (2015) Reliability of rein-forced concrete columns subjected to standard fire. In: Proceedings of CONFAB 2015, 02-04/09, Glasgow, UK

  2. Albrecht C, Hosser D (2011) A response surface methodology for probabilistic life safety analysis using advanced fire engineering tools. In: Proceedings of the 10th international symposium of the international association for fire safety science (IAFSS), 19-23/06, Maryland, USA, pp 1059–1072

  3. Ang AH-S, Tang WH (2007) Probability concepts in engineering, 2nd edn. Wiley, New York

    Google Scholar 

  4. 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

    Article  Google Scholar 

  5. BSI (2003) PD 7974-7:2003, Application of fire safety engineering principles to the design of buildings—Part 7: Probabilistic risk assessment. British Standard, London, UK

    Google Scholar 

  6. CEN (2002) EN 1990: Eurocode 0: basis of structural design. European Standard, Brussels, Belgium

    Google Scholar 

  7. Conedera A, Torriani D, Neff C, Ricotta C, Bajocco S, Pezzatti GB (2011) Using Monte Carlo simulations to estimate relative fire ignition danger in a low-to-medium fire-prone region. For Ecol Manag 261:2179–2187

    Article  Google Scholar 

  8. Engelund S, Rackwitz R (1993) A benchmark study on importance sampling techniques in structural reliability. Struct Saf 12:255–276

    Article  Google Scholar 

  9. European Commission (2002) Valorisation project—natural fire safety concept. Final report EUR 20349 (KI-NA-20-349-EN-S). http://bookshop.europa.eu

  10. fib (2008) fib Bulletin 46: State-of-art report: Fire design of concrete structures—structural behaviour and assessment. Fédération internationale du béton (fib), Lausanne, Switzerland

  11. Frantzich H, Magnusson SE, Holmquist B, Ryden J (1997) Derivation of partial safety factors for fire safety evaluation using the reliability index β method. In: Proceedings of the 5th international symposium of the international association for fire safety science (IAFSS), 03-07/03, Melbourne, Australia

  12. Gernay T, Elhami Khorasani N, Garlock M (2016) Fire fragility curves for steel buildings in a community context: A methodology. Eng Struct 113:259–276

    Article  Google Scholar 

  13. Geyer CJ (1992) Practical Markov chain Monte Carlo. Stat Sci 7:473–483

    Article  Google Scholar 

  14. Gulvanessian H, Calgaro J-A, Holicky M (2012) Designers’ guide to eurocode: basis of structural design EN 1990, 2nd edn. ICE Publishing, London

    Google Scholar 

  15. Guo Q, Jeffers AE (2014) Direct differentiation method for response sensitivity analysis of structures in fire. Eng Struct 77:172–180

    Article  Google Scholar 

  16. Hietaniemi J (2007) Probabilistic simulation of fire endurance of a wooden beam. Struct Saf 29:322–336

    Article  Google Scholar 

  17. Hopkin D (2016) A review of fire resistance expectations for high-rise UK apartment buildings. Fire Technology 53(1):87–106

    Article  Google Scholar 

  18. Jaynes E (1957) Information theory and statistical mechanics. Phys Rev 106:620–630

    Article  MathSciNet  MATH  Google Scholar 

  19. Lange D, Devaney S, Usmani A (2014) An application of the PEER performance based earthquake engineering framework to structures in fire. Eng Struct 66:100–115

    Article  Google Scholar 

  20. Nathwani J, Lind NC, Pandey MD (1997) Affordable safety by choice: the life quality method. University of Waterloo, Waterloo

    Google Scholar 

  21. Novi Inverardi PL, Tagliani A (2003) Maximum entropy density estimation from fractional moments. Commun Stat Theory Methods 32:327–345

    Article  MathSciNet  MATH  Google Scholar 

  22. Olsson A, Sandberg G, Dahlblom O (2003) On Latin hypercube sampling for structural reliability analysis. Struct Saf 25:47–68

    Article  Google Scholar 

  23. Rosenblueth E, Mendoza E (1971) Reliability optimization in isostatic structures. J Eng Mech Div 97:1625–1642

    Google Scholar 

  24. Rackwitz R (2001) Optimizing systematically renewed structures. Reliab Eng Syst Saf 73:269–280

    Article  Google Scholar 

  25. Sidibé K, Duprat F, Pinglot M, & Bourret B (2000) Fire Safety of reinforced concrete columns. ACI Struct J 97:642–647

    Google Scholar 

  26. Torrent RJ (1978) The log-normal distribution: a better fitness for the results of mechanical testing of materials. Matér Constr 11:235–245

    Article  Google Scholar 

  27. Van Coile R, Caspeele R, Taerwe L (2013) The mixed lognormal distribution for a more precise assessment of the reliability of concrete slabs exposed to fire. In: Proceedings of the 2013 european safety and reliability conference (ESREL). 29/09-02/10, Amsterdam, The Netherlands, pp 2693–2699.

  28. Van Coile R, Caspeele R, Taerwe L (2014a) Reliability-based evaluation of the inherent safety presumptions in common fire safety design. Eng Struct 77:181–192

    Article  Google Scholar 

  29. Van Coile R, Caspeele R, Taerwe L (2014b) Lifetime cost optimization for the structural fire resistance of concrete slabs. Fire Technol 50:1201–1227

    Article  Google Scholar 

  30. Van Coile R (2015) Reliability-based decision making for concrete elements exposed to fire. Doctoral dissertation. Ghent University, Belgium

  31. Van Coile R (2016) Towards reliability-based structural fire safety: development and probabilistic applications of a direct stiffness method for concrete frames exposed to fire. Postgraduate dissertation. Ghent University, Belgium

  32. 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: Proceedings of the 11th conference on performance-based codes and fire safety design methods, 23-25/05, Warsaw, Poland

  33. Wang L, Caspeele R, Van Coile R, Taerwe L (2015) Extension of tabulated design parameters for rectangular columns exposed to fire taking into account second order effects and various fire models. Struct Concr 16:17–35

    Article  Google Scholar 

  34. Zhang X (2013) Efficient computational methods for structural reliability and global sensitivity analyses. Doctoral dissertation. University of Waterloo, Waterloo, Canada

  35. 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

    Article  Google Scholar 

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Van Coile, R., Balomenos, G.P., Pandey, M.D. et al. An Unbiased Method for Probabilistic Fire Safety Engineering, Requiring a Limited Number of Model Evaluations. Fire Technol 53, 1705–1744 (2017). https://doi.org/10.1007/s10694-017-0660-4

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