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dc.contributor.authorLuis Ruiz, Julio Manuel de 
dc.contributor.authorPereda García, Raúl 
dc.contributor.authorPérez Álvarez, Rubén 
dc.contributor.authorPiña García, Felipe 
dc.contributor.authorCastillo López, Elena 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2019-03-15T12:16:45Z
dc.date.available2019-03-15T12:16:45Z
dc.date.issued2017
dc.identifier.issn2374-1600
dc.identifier.urihttp://hdl.handle.net/10902/15878
dc.description.abstractThe deformational control of structures has its main exponent in the geometric control of large dams. Considering the constructive typology, they can suffer deformation, which is function of the hydrostatic thrust and the temperature that supports the dam under usual circumstances. The project designer usually calculates the deformation that the dam will suffer on the basis of thrust and temperature, but this calculation is theoretical, and it must be contrasted with the real data about deformation that are periodically observed in the dam, in order to certificate the adequate evolution of the structure through time. This research work is focused on the determination of an empirical model that allows the calculation of the deformation on the basis of the simultaneous observations of a direct pendulum that have been recorded with the correspondent temperatures during 14 years. This empirical model is later contrasted and validated with the records taken during the subsequent year. Although it is only valid for the dam where the tests were held (La Cohilla Dam, Cantabria, Spain), the methodology is suitable for any other structure. The main contribution of this research is the methodology itself, which allows obtaining an empirical model that determines the expected deformation, whatever the conditions of hydrostatic thrust and temperature are. It complements the theoretical model that the project designer has established, which is done just for a certain set of conditions of these variables.es_ES
dc.format.extent5 p.es_ES
dc.language.isoenges_ES
dc.publisherInstitute of Research Engineers and Doctorses_ES
dc.rights© The authors © Institute of Research Engineers and Doctors (IRED)es_ES
dc.sourceInternational Journal of Water & Hydro Constructions - IJWHC, volume 4 : issue 1es_ES
dc.subject.otherAuscultationes_ES
dc.subject.otherGeometric controles_ES
dc.subject.otherPendulum hydrostatic thrustes_ES
dc.subject.otherTemperaturees_ES
dc.titleDetermination of an empirical model for the deformation of a dam on the basis of the hydrostatic thrust and temperaturees_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessRightsopenAccesses_ES
dc.type.versionpublishedVersiones_ES


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