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contributor authorLutfor Rahman Khan
contributor authorKong Fah Tee
date accessioned2017-12-30T12:56:16Z
date available2017-12-30T12:56:16Z
date issued2016
identifier other%28ASCE%29IS.1943-555X.0000287.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243630
description abstractOn the basis of time-dependent reliability analysis, a computational framework called subset simulation (SS) has been applied for risk-cost optimization of flexible underground pipeline networks. SS can provide better resolution for rare failure events that are commonly encountered in pipeline engineering applications. Attention in this work is devoted to scrutinize the robustness of SS in risk-cost optimization of pipelines. SS is first employed to estimate the reliability of flexible underground pipes subjected to externally applied loading and material corrosion. Then SS is extended to determine the intervention year for maintenance and to identify the most appropriate renewal solution and renewal priority by minimizing the risk of failure and whole life-cycle cost. The efficiency of SS compared to genetic algorithm has been demonstrated by numerical studies with a view to prevent unexpected failure of flexible pipes at minimal cost by prioritizing maintenance based on failure severity and system reliability. This paper shows that SS is a more robust method in the decision-making process of reliability-based management for underground pipeline networks.
publisherAmerican Society of Civil Engineers
titleRisk-Cost Optimization of Buried Pipelines Using Subset Simulation
typeJournal Paper
journal volume22
journal issue2
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)IS.1943-555X.0000287
page04016001
treeJournal of Infrastructure Systems:;2016:;Volume ( 022 ):;issue: 002
contenttypeFulltext


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