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NAIVE FAULT TREES

DR. MOHAMMAD RAJABALI NEJAD ASSISTANT PROFESSOR

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 Assistant Professor: University of Twente, System Safety

 Associate Editor: J. of Intelligent Automation and Software Engineering  Advisory Board: J. of Advances in Systems and Measurements

 Postdoc, University of Montreal, Canada, “Reliability of Infrastructures”  PhD, TUDelft, “Reliability Methods for Finite Elements Models”

 MSC, IUST, Tehran, “Safety of Civil Structures”  Worked in various projects

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 Fault Trees (FT)  FT Analysis

 FT in early design  Pros/ cons

 Naïve Fault Trees  Example application  Conclusions

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 Formalized approach

 symbols, identifiers, labels  Analytical approach

 to analyze/evaluate flow of states/events  Graphical representation

 for events contributing to a final outcome  Top-down approach

 a predifined top event

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 For modelling system performances  safety, reliability, maintainability, etc.  Qualitative/ quantitative  estimated probability  FT enjoys logic  And/ OR  FT and FMEA  top <=> bottomn

FAULT TREES (2)

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 FT and ET

 Cause-consequence Analysis (CCA)  FT and MC

 Dynamic FT  FT and BDD

 Effective calculations  FT and RBD

 More realistic predictions  Etc.

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 In early design phases

 Quantitative analysis can be difficult  Understanding of numbers

 Objecivity of values

 Unlikely to capture all failure modes  Quantification of human errors

 Data quality

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FOR THE CHALLENGES, WE NEED...

 There are only two things you need to be successful in life:

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 We should

 acknowledge lack of knowledge

 avoid pretending to know exact uncertainty  use flexible communication means

 A tool that

 Embraces uncertainty  Embeds flexibility

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 Early design decisions with  imprecise data

 a flexible framework  different stakehoders

 individual/ plural information

 See Rajabalinejad (2012), Int. Journal of Industrial and Systems Engineering

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MEASURE OF OCCURRENCE

 Mathematics for

 weighted opinions

 measure of occurrence  naive fault trees

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 The case study

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 Sliding

 partial/ complete  main failure mode  Overflowing

 uncertain estimation  needs for resiliency  Piping

 depends on foundation materials

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 FT demands for quantitative values in early design resulting in  mix highly accurate/ inaccurate data

 imbalance analysis, quality concerns for results  Paper suggests

 embedding flexibility in communication  pluralistic basis for integration of data  using fault trees for early design phases

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