2014
DOI: 10.1080/15732479.2014.889178
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Optimal intervention strategies for multiple objects affected by manifest and latent deterioration processes

Abstract: In the existing infrastructure management systems, optimal interventions strategies (OISs) are determined for objects that deteriorate gradually (manifest deterioration process, MDPs), under the assumption that with appropriate inspection and intervention strategies the probability of failure of object can be neglected. Objects that deteriorate suddenly (latent deterioration process, LDPs), for example, due to scouring during a flood or earth movements during an earthquake are not considered. The determination… Show more

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Cited by 19 publications
(7 citation statements)
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References 33 publications
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“…This decomposition approach is only possible because the shared budget is the only dependency among facilities. A linear optimisation model is presented in [11] to determine optimal intervention programs consisting of the interventions to be performed each year over a finite time horizon for a system of assets. The above mentioned contributions all focus on sequential decision making and formulate the problem as a Markov decision process, mostly solved via dynamic programming.…”
Section: Literature Reviewmentioning
confidence: 99%
See 1 more Smart Citation
“…This decomposition approach is only possible because the shared budget is the only dependency among facilities. A linear optimisation model is presented in [11] to determine optimal intervention programs consisting of the interventions to be performed each year over a finite time horizon for a system of assets. The above mentioned contributions all focus on sequential decision making and formulate the problem as a Markov decision process, mostly solved via dynamic programming.…”
Section: Literature Reviewmentioning
confidence: 99%
“…If the left-hand side of Constraint ( 9) is replaced with its Rare Event Approximation (11), the original nonlinear problem ( 6) is transformed into a linear integer programming model. This linearised model will be called from now on LM and its formal definition is…”
Section: Linearisation: Upper Bound Solutionmentioning
confidence: 99%
“…These functionality losses may occur due to objects being damaged by a hazard, e.g., a bridge being knocked off its bearings due to excessive ground motions, a road section being eroded by scour, or is blocked by flood waters. More detailed examples for road objects can be found in Lethanh et al (2015).…”
Section: Damage States and Functional Lossesmentioning
confidence: 99%
“…Some studies calculate the deterioration curve of the bridges as structures (Kaito et al 2003;Liu, Frangopol 2006;Madanat et al 1995;Ranjith et al 2013), whereas others estimate the longevity of highway bridges (Tamakoshi et al 2004a(Tamakoshi et al , 2004b, or propose operation and maintenance policies based on repair plans (e.g., preventative maintenance) (Frangopol et al 2001;Hudson et al 1997;Society for Road Structures Conservation, Road Management Technology Center ed. 2008;Lethanh et al 2015;Ohshima 2009).…”
Section: Previous Researchmentioning
confidence: 99%