TY - GEN
T1 - Failure assessment using fuzzy fault tree analysis
AU - Pan, N. F.
PY - 2006
Y1 - 2006
N2 - Conventional fault tree analysis (FTA) is a well recognized technique used for detecting potential faults and quantifying the failures in civil or architectural structures during and after construction based on objective probabilities of fault events or components. However, estimating exact probabilities of occurrence of fault events for the use in the conventional FTA is difficult when failure data are insufficient or fault events are imprecise such as human error. To overcome this problem, this paper presented a hybrid approach employing fuzzy sets and possibility theory to effectively assess the fault possibilities based on expert subjective assessments. In the approach, failure possibilities of vague events are characterized by fuzzy sets to translate expert subjective judgments while fuzzy fault rates are derived from fuzzy possibility scores by using a modified possibility transformation function. Bridge failures during balanced cantilever construction were analyzed by using the proposed model. The results demonstrate the capability of this approach.
AB - Conventional fault tree analysis (FTA) is a well recognized technique used for detecting potential faults and quantifying the failures in civil or architectural structures during and after construction based on objective probabilities of fault events or components. However, estimating exact probabilities of occurrence of fault events for the use in the conventional FTA is difficult when failure data are insufficient or fault events are imprecise such as human error. To overcome this problem, this paper presented a hybrid approach employing fuzzy sets and possibility theory to effectively assess the fault possibilities based on expert subjective assessments. In the approach, failure possibilities of vague events are characterized by fuzzy sets to translate expert subjective judgments while fuzzy fault rates are derived from fuzzy possibility scores by using a modified possibility transformation function. Bridge failures during balanced cantilever construction were analyzed by using the proposed model. The results demonstrate the capability of this approach.
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M3 - Conference contribution
AN - SCOPUS:84858697390
SN - 1905088094
SN - 9781905088096
T3 - Proceedings of the 5th International Conference on Engineering Computational Technology
BT - Proceedings of the 5th International Conference on Engineering Computational Technology
T2 - 5th International Conference on Engineering Computational Technology, ECT 2006
Y2 - 12 September 2006 through 15 September 2006
ER -