2000
DOI: 10.3141/1696-39
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Optimal Network-Level Bridge Maintenance Planning Based on Minimum Expected Cost

Abstract: The goal of bridge management is to determine and implement the best possible strategy that ensures an adequate level of safety at the lowest possible life-cycle cost. Although this is generally recognized, the integration of life-cycle cost analysis with bridge reliability analysis has been very limited. Moreover, this has been formulated and illustrated only for individual bridges. A framework for optimal network-level bridge maintenance planning based on minimum expected cost is presented. The goal is the m… Show more

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Cited by 40 publications
(15 citation statements)
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“…An adjustment in bridge condition due to MR&R actions might be included in two ways: (i) a reduction in deterioration rate of the future and (ii) a modest improvement in CR (Saito and Sinha, 1989;Frangopol et al 2000). In reality, either of these two phenomena could occur independently or simultaneously.…”
Section: Effectiveness Due To Mrandr Actions In Concrete Bridge Decksmentioning
confidence: 95%
“…An adjustment in bridge condition due to MR&R actions might be included in two ways: (i) a reduction in deterioration rate of the future and (ii) a modest improvement in CR (Saito and Sinha, 1989;Frangopol et al 2000). In reality, either of these two phenomena could occur independently or simultaneously.…”
Section: Effectiveness Due To Mrandr Actions In Concrete Bridge Decksmentioning
confidence: 95%
“…In this section, selected numerical examples describing reliability-based cost optimization of structural components and systems are briefly reviewed. Other examples of RLCCO can be found in various contributions such as Augusti et al [62], Frangopol and coworkers [63][64][65][66][67][68], Estes and Frangopol [69], and Kong and Frangopol [70].…”
Section: Examples In Civil Engineeringmentioning
confidence: 98%
“…Most of them focus on life cycle cost analysis [2,3], life-cycle maintenance and replacement modeling [4,5], maintenance and replacement strategies and methods [6][7][8][9][10], reliability-based life-cycle management [11,12], optimization of maintenance and management for deteriorating structures [13][14][15].…”
Section: Introductionmentioning
confidence: 99%