Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/8628
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dc.contributor.authorTantele, Elia-
dc.contributor.authorVotsis, Renos-
dc.contributor.authorOnoufriou, Toula-
dc.date.accessioned2016-07-11T07:38:38Z-
dc.date.available2016-07-11T07:38:38Z-
dc.date.issued2015-10-27-
dc.identifier.citationThe Open Construction & Building Technology Journal, 2015, vol. 9, pp. 266-276en_US
dc.identifier.issn18748368-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/8628-
dc.description.abstractreventative Maintenance (PM) measures can be used to postpone/delay the initiation of corrosion from chloride attack in reinforced concrete bridges. However there are a lot of uncertainties that influence their degree of effectiveness. Also the time-application of these measures can raise a conflict between safety requirements and budgets. This paper presents a stochastic approach for estimating the effectiveness of different PM measures. Additionally a two-stage optimisation methodology using the principles of Genetic Algorithms (GA) is developed to address the problem of the timeapplication by linking the effectiveness with the cost to produce optimum PM strategies. Futhermore, the role of the presented time-dependent probabilistic approach in the proposed two-stage GA methodology for obtaining optimum PM strategies is demonstrated.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofThe Open Construction & Building Technology Journalen_US
dc.rights© Bentham Openen_US
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
dc.subjectCorrosion initiationen_US
dc.subjectGenetic algorithmen_US
dc.subjectMonte Carlo simulationen_US
dc.subjectOptimizationen_US
dc.subjectPreventative maintenance effectivenessen_US
dc.subjectReinforced concrete bridgesen_US
dc.titleIntegration of Probabilistic Effectiveness with a Two-stage Genetic Algorithm Methodology to Develop Optimum Maintenance Strategies for Bridgesen_US
dc.typeArticleen_US
dc.collaborationCyprus University of Technologyen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsOpen Accessen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.2174/1874836801509010266en_US
dc.dept.handle123456789/148en
dc.relation.volume9en_US
cut.common.academicyear2015-2016en_US
dc.identifier.spage266en_US
dc.identifier.epage276en_US
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairetypearticle-
crisitem.journal.journalissn1874-8368-
crisitem.journal.publisherBentham Science-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0003-2666-8044-
crisitem.author.orcid0000-0002-4433-2184-
crisitem.author.orcid0000-0002-3361-1567-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
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