Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1001559
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dc.contributor.authorOliveira, S.pt_BR
dc.contributor.authorToader, A. -M.pt_BR
dc.contributor.authorVieira, P.pt_BR
dc.date.accessioned2011-01-17T15:43:28Zpt_BR
dc.date.accessioned2014-10-09T14:06:35Zpt_BR
dc.date.accessioned2017-04-13T11:35:05Z-
dc.date.available2011-01-17T15:43:28Zpt_BR
dc.date.available2014-10-09T14:06:35Zpt_BR
dc.date.available2017-04-13T11:35:05Z-
dc.date.issued2010-05pt_BR
dc.identifier.urihttp://repositorio.lnec.pt:8080/jspui/handle/123456789/1001559-
dc.description.abstractThe structural safety control of large dams is based on the continuous observation of its behavior under static and dynamic actions and on the use of mathematical models for the simulation of the real dam behavior. These mathematical models should be calibrated taking into account the real behavior of the system dam-reservoir-foundation (mainly influenced by the reservoir water level). For the safety control of old dams, usually with cracking, the mathematical models should include some features for crack simulation.pt_BR
dc.language.isoengpt_BR
dc.rightsopenAccesspt_BR
dc.subjectConcrete damspt_BR
dc.subjectModal parameterspt_BR
dc.subjectOptimizationpt_BR
dc.titleFinding the elastic coefficients of a damaged zone in a concrete dam using material optimization to fit measured modal parameterspt_BR
dc.typeconferenceObjectpt_BR
dc.description.figures1pt_BR
dc.description.pages2ppt_BR
dc.identifier.seminarioECCM 2010 – IV European Conference on Computational Mechanics, Parispt_BR
dc.identifier.localParis, Francept_BR
dc.description.sectorDBB/NMMFpt_BR
dc.description.year2010pt_BR
dc.description.data16 a 21 Maiopt_BR
Appears in Collections:DBB/NMMR - Comunicações a congressos e artigos de revista

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