2018
DOI: 10.1080/23789689.2018.1469357
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Modelling the functional capacity losses of networks exposed to hazards

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Cited by 10 publications
(6 citation statements)
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References 13 publications
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“…The small amount of available data makes describing such relationship in a numerical form a challenging task. Some works (e.g., De Bruijin, 2005;Kok et al, 2005;Koks et al, 2012;Tariq et al, 2014;Li et al, 2016) have sought to numerically describe the relationship between damages and inundation depth. However, there are observed differences in the methods and results (e.g., some works bundled direct and indirect costs in their estimates), leading to the conclusion that these numerical relationships can only be applied to specific contexts and confined geographical areas.…”
Section: Road Section Inundationmentioning
confidence: 99%
“…The small amount of available data makes describing such relationship in a numerical form a challenging task. Some works (e.g., De Bruijin, 2005;Kok et al, 2005;Koks et al, 2012;Tariq et al, 2014;Li et al, 2016) have sought to numerically describe the relationship between damages and inundation depth. However, there are observed differences in the methods and results (e.g., some works bundled direct and indirect costs in their estimates), leading to the conclusion that these numerical relationships can only be applied to specific contexts and confined geographical areas.…”
Section: Road Section Inundationmentioning
confidence: 99%
“…The algorithm used to compute the changes in functional losses at the object level is presented in detail by Lam et al (2018). Changes occurred during the hazard event (due to time-varying intensity measures) and the restoration period (due Nat.…”
Section: Functional Loss Model For the Networkmentioning
confidence: 99%
“…Functional losses related to bridge local scour and pavement mudblocking during the hazard event period were estimated 5 based on novel functional capacity loss functions initially proposed by Lam and Adey (2016) and Lam et al (2018). Expected functional capacity losses were determined as functions of time-dependent hazard intensities Ξ t , derived damage state ds probabilities obtained from respective fragility functions, and functional capacity loss values λ n associated with the investigated damage states (please see Table 5).…”
Section: Functional Loss Model For Bridge Local Scour and Pavement Mumentioning
confidence: 99%
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“…The use of such tools will allow managers to choose and implement effective methods of investment risk management, which can significantly reduce the negative impact of risk factors and achieve a significant effect from the investment. Lam (1997), Pringles, et al (2015) highlight the following problematic aspects in the choice of risk management tools: [4,5]:…”
mentioning
confidence: 99%