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Development of a bridge management system for a freeway authority in Greece

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dc.contributor.author Karlaftis, MG en
dc.contributor.author Bitsikas, T en
dc.contributor.author Kepaptsoglou, K en
dc.contributor.author Lambropoulos, S en
dc.contributor.author Panetsos, P en
dc.date.accessioned 2014-03-01T02:50:20Z
dc.date.available 2014-03-01T02:50:20Z
dc.date.issued 2006 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/35069
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-56749101844&partnerID=40&md5=893446750e639ddcfb6bf714171e33b8 en
dc.subject.other Bridges en
dc.subject.other Condition monitoring en
dc.subject.other Engineering geology en
dc.subject.other Highway systems en
dc.subject.other Life cycle en
dc.subject.other Maintenance en
dc.subject.other Management en
dc.subject.other Seismology en
dc.subject.other Adriatic seas en
dc.subject.other Bridge management systems en
dc.subject.other Northern greece en
dc.subject.other Seismic events en
dc.subject.other Transportation corridors en
dc.subject.other Transportation projects en
dc.subject.other Turkish borders en
dc.subject.other Project management en
dc.title Development of a bridge management system for a freeway authority in Greece en
heal.type conferenceItem en
heal.publicationDate 2006 en
heal.abstract The Egnatia Freeway is a major transportation corridor, crossing northern Greece from the Adriatic Sea to the Turkish Border and connecting Europe with Asia Minor. With a length of 700 km and more than 650 bridges it is considered the largest transportation project ever undertaken in Greece. The Egnatia Freeway authority, responsible for supervising the construction of the project, and managing and maintaining the freeway, has initiated a project for developing a bridge management system (E-BMS) with the objectives of: • Monitoring the freeway's bridges and evaluating the condition of their elements, • Allocating funds for bridge MR&R activities, • Protecting bridges against potential seismic events and • Handling aftershock actions after a seismic event. The E-BMS structure is shown in Figure 1: (Figure Presented) © 2006 Taylors Francis Group. en
heal.journalName Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost en
dc.identifier.spage 427 en
dc.identifier.epage 428 en


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