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contributor authorFahmidah U. Ashraf
contributor authorPeggy A. Johnson
date accessioned2017-12-30T13:03:41Z
date available2017-12-30T13:03:41Z
date issued2016
identifier other%28ASCE%29BE.1943-5592.0000899.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245187
description abstractWidely used failure modes and effects analysis (FMEA) can be very effective in assessing the relative risks of the failure modes of a bridge scour countermeasure. In this study, an approach is developed for assessing the relative risks of failure modes of a bridge scour countermeasure overcoming the limitations of risk priority numbers (RPNs) associated with individual failure modes. Appropriate application of the RPNs is established by ensuring that high values of RPNs, indicating a relatively higher risk of failure, have higher severity and occurrence ratings compared with the low RPNs, indicating low risk. Replacement of the use of RPNs with risk priority codes (RPCs) enables engineers to prioritize the risks for any severity-occurrence pair using the same scale as the ratings, unlike the RPNs. Given the simplicity and effectiveness of this technique, RPCs are shown to be preferable for assessing and prioritizing the relative risks of the failure modes of a bridge scour countermeasure.
publisherAmerican Society of Civil Engineers
titleAssessing Relative Risk for the Failure Modes of a Bridge Scour Countermeasure
typeJournal Paper
journal volume21
journal issue5
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000899
page04016010
treeJournal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 005
contenttypeFulltext


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