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dc.contributor.authorGaute Alonso, Álvaro 
dc.contributor.authorGarcía Sánchez, David 
dc.contributor.authorAlonso Cobo, Carlos 
dc.contributor.authorCalderón Uriszar-Aldaca, Íñigo 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2022-06-20T11:03:39Z
dc.date.available2022-06-20T11:03:39Z
dc.date.issued2022-12
dc.identifier.issn2045-2322
dc.identifier.urihttp://hdl.handle.net/10902/25134
dc.description.abstractABSTRACT: This article deals with the comparative analysis of current cable force monitoring techniques. In addition, the experience of three cable stress monitoring techniques during the construction phase is included: (a) the installation of load cells on the active anchorages of the cables, (b) the installation of unidirectional strain gauges, and (c) the evaluation of stresses in cables applying the vibrating wire technique by means of the installation of accelerometers. The main advantages and disadvantages of each technique analysed are highlighted in the Construction Process context of the Tajo Viaduct, one of the most singular viaducts recently built in Spain.es_ES
dc.description.sponsorshipThe authors would like to thank “Administración de Infraestructuras Ferroviarias ADIF” (Administrator of Railway Infrastructures) for trusting the University of Cantabria’s Structures Laboratory to carry out the structural monitoring of the Tajo River Viaduct. This work has received funding from the European’s Union Horizon 2020 research and innovation program under the Grant Agreement No. 769373 (FORESEE project). This paper reflects only the author’s views. The European Commission and INEA are not responsible for any use that may be made of the information contained thereines_ES
dc.format.extent17 p.es_ES
dc.language.isoenges_ES
dc.publisherNature Publishing Groupes_ES
dc.rightsAttribution 4.0 Internationales_ES
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.sourceScientific Reports, 2022, 12(1), 7689es_ES
dc.titleTemporary Cable Force Monitoring Techniques during Bridge Construction-Phase: The Tajo River Viaduct Experiencees_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1038/s41598-022-11746-zes_ES
dc.rights.accessRightsopenAccesses_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/EC/H2020/769373/EU/Future proofing strategies FOr RESilient transport networks against Extreme Events/FORESEE/es_ES
dc.identifier.DOI10.1038/s41598-022-11746-z
dc.type.versionpublishedVersiones_ES


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Attribution 4.0 InternationalExcepto si se señala otra cosa, la licencia del ítem se describe como Attribution 4.0 International