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dc.creatorLinneberg, Poul
dc.creatorMašović, Snežana
dc.creatorHajdin, Rade
dc.date.accessioned2021-01-15T13:59:07Z
dc.date.available2021-01-15T13:59:07Z
dc.date.issued2017
dc.identifier.isbn978-1-5108-6424-5
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2225
dc.description.abstractInfrastructure Managers works every day according to some kind of Quality Control Plan (QCP) in order to ensure a desired quality with minimum traffic interruption balancing cost, risks (implicit or explicit) and performance. These QCPs varies significantly among European countries, which urges the establishment of a common European guideline. COST TU1406 Working Group 3 has the aim of providing a detailed explanation of the steps towards the establishment of a QCP. The approach is generic and evaluates performance values with due attention to: 1) Structure and its constitutive element incl. background material such as birth certificates, 2) Time-dependent Performance Indicators (PI) from observations (e.g. spalling) with due reference to the underlying deterioration processes (e.g. alkali-silica reaction) and 3) Related Key Performance Indicators (KPI) based on the Dutch risk-driven maintenance concept RAMSSHE€P, ref. [1]. This paper outline QCP's for concrete girder and frame bridges.sr
dc.language.isoensr
dc.relationCOST TU 1406sr
dc.rightsrestrictedAccesssr
dc.sourceIABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Reportsr
dc.subjectQuality control planssr
dc.subjectperformance indicatorssr
dc.subjectdeterioration processessr
dc.subjectdemand processessr
dc.subjectinspectionsr
dc.subjectmaintenancesr
dc.titleQuality Control Plans for Girder and Frame Bridgessr
dc.typeconferenceObjectsr
dc.rights.licenseBY-NC-NDsr
dc.citation.epage.2666
dc.citation.spage2659
dc.citation.volume109
dc.type.versionpublishedVersionsr


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