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dc.contributor.authorAntonio Sarcos-Portillo
dc.contributor.authorAlfredo Navarro-Cerpa
dc.contributor.authorHildrun Garcı´a-Legl
dc.date.accessioned2017-05-08T21:25:07Z
dc.date.available2017-05-08T21:25:07Z
dc.date.copyrightJuly 2003
dc.date.issued2003
dc.identifier.other%28asce%291084-0702%282003%298%3A4%28223%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/50679
dc.description.abstractIn 1997 and 1999, inspection works were carried out in the 384 cable stays of the six central piers of General Rafael Urdaneta Bridge, located in Maracaibo, Venezuela. Inspection indicated the presence of water and significant settlings in the sockets of the cables and corrosion along each cable and socket. The tension of the cables was also measured, and differences of up to 30% in the tension of the cables of some of the 24 groups corresponding to the six central piers (four groups of 16 for each pier) were found. The results suggested the need to retension the cables. This paper shows the outcome of the inspection and indicates the procedure and results of the process of retension, finished in July 2000.
dc.publisherAmerican Society of Civil Engineers
dc.titleInspection and Process of Tension of Cables of General Rafael Urdaneta Bridge
dc.typeJournal Paper
dc.journal.volume8
dc.journal.issue4
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(2003)8:4(223)
dc.treeJournal of Bridge Engineering:;2003:;Volume ( 008 ):;issue: 004
dc.contenttypeFulltext


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