2008
DOI: 10.1080/15732470802383677
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A risk ranking strategy for network level bridge management

Abstract: This paper presents the development of a qualitative risk ranking strategy for characterising a network of bridges into groups with similar risk levels, which can form the basis for developing a risk based inspection regime over a bridge network. The factors affecting risk are identified and rationally combined to present various attributes of bridges. A qualitative scoring system is then introduced that uses the attributes to rank bridges in terms of their relative risk. Sensitivity analysis is performed to q… Show more

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Cited by 10 publications
(3 citation statements)
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“…19 This process should be based on the analysis of how the degradation mechanism of the bridge influences the bridge behaviour. 67–69 Furthermore, a preventive maintenance strategy can be adopted by knowing the probability of failure of the bridge and its components, and through an optimization process maintenance actions can be investigated, by considering their maintenance cost and probability of failure. 70 Finally, it should be noted that the modal parameters of real bridges are strongly influenced by environmental changes (such as increase in air temperature), and therefore, an optimal SHM method is required to be adaptive to environmental changes in order to detect only actual changes to the bridge health state, without activating false alarms due to changes in environmental conditions.…”
Section: Shm Desideratamentioning
confidence: 99%
“…19 This process should be based on the analysis of how the degradation mechanism of the bridge influences the bridge behaviour. 67–69 Furthermore, a preventive maintenance strategy can be adopted by knowing the probability of failure of the bridge and its components, and through an optimization process maintenance actions can be investigated, by considering their maintenance cost and probability of failure. 70 Finally, it should be noted that the modal parameters of real bridges are strongly influenced by environmental changes (such as increase in air temperature), and therefore, an optimal SHM method is required to be adaptive to environmental changes in order to detect only actual changes to the bridge health state, without activating false alarms due to changes in environmental conditions.…”
Section: Shm Desideratamentioning
confidence: 99%
“…Baker (2009) suggested a method to calculate the priority order considering cost changes according to the definition of risk cases from various viewpoints and risk reduction. Sathananthan et al (2010) suggested a method to decide the risk for each bridge at the network-level and calculate the relative importance.…”
Section: Introductionmentioning
confidence: 99%
“…Using DBN the model is then extended to incorporate time dependent characteristics in order to obtain deterioration profiles for the group under different environmental exposure conditions. These profiles together with a risk ranking strategy for the bridge group, as presented in Sathananthan, Onoufriou, and Rafiq, (2008), can be utilised to develop group/stock level risk-based inspection plans (Sathananthan, 2010). The sensitivity of the results towards various assumptions and input parameters is also discussed in this paper.…”
Section: Introductionmentioning
confidence: 99%