Utilize este identificador para referenciar este registo: http://hdl.handle.net/10362/6211
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dc.contributor.authorFrangopol, D. M.-
dc.contributor.authorNeves, L. C.-
dc.date.accessioned2011-11-07T11:37:54Z-
dc.date.available2011-11-07T11:37:54Z-
dc.date.issued2004-09-01-
dc.identifier.urihttp://hdl.handle.net/10362/6211-
dc.description.abstractIn developed countries, civil infrastructures are one of the most significant investments of governments, corporations, and individuals. Among these, transportation infrastructures, including highways, bridges, airports, and ports, are of huge importance, both economical and social. Most developed countries have built a fairly complete network of highways to fit their needs. As a result, the required investment in building new highways has diminished during the last decade, and should be further reduced in the following years. On the other hand, significant structural deteriorations have been detected in transportation networks, and a huge investment is necessary to keep these infrastructures safe and serviceable. Due to the significant importance of bridges in the serviceability of highway networks, maintenance of these structures plays a major role. In this paper, recent progress in probabilistic maintenance and optimization strategies for deteriorating civil infrastructures with emphasis on bridges is summarized. A novel model including interaction between structural safety analysis,through the safety index, and visual inspections and non destructive tests, through the condition index, is presented. Single objective optimization techniques leading to maintenance strategies associated with minimum expected cumulative cost and acceptable levels of condition and safety are presented. Furthermore, multi-objective optimization is used to simultaneously consider several performance indicators such as safety, condition, and cumulative cost. Realistic examples of the application of some of these techniques and strategies are also presented.en_US
dc.description.sponsorshipThe authors gratefully acknowledge the partial financial support of the U.K. Highways Agency and of the U.S. National Science Foundation through grants CMS-9912525 and CMS-0217290. The second author also acknowledges the support of the Portuguese Science Foundation (FCT).en_US
dc.language.isoengen_US
dc.publisherSaxe-Coburg Publicationsen_US
dc.relation.ispartofseriesProgress In Computational Structures Technology;-
dc.rightsopenAccessen_US
dc.subjectBridgesen_US
dc.subjectCosten_US
dc.subjectDeteriorationen_US
dc.subjectExisting structuresen_US
dc.subjectGenetic algorithmsen_US
dc.subjectMaintenanceen_US
dc.titleProbabilistic maintenance and optimization strategies for deteriorating civil infrastructuresen_US
dc.typebookParten_US
my.embargo.termsnullen_US
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