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dc.contributor.author Araújo, José Milton de
dc.contributor.author Awruch, Armando Miguel
dc.date.accessioned 2015-07-14T20:10:58Z
dc.date.available 2015-07-14T20:10:58Z
dc.date.issued 1998
dc.identifier.citation ARAÚJO, José Milton de; AWRUCH, Armando Miguel. Probabilistic finite element analysis of concrete gravity dams. Advances in Engineering Software, v. 29, n. 2, p. 97-104, 1998. Disponível em: <http://www.sciencedirect.com/science/article/pii/S0965997898000520>. Acesso em: 14 jul. 2015. pt_BR
dc.identifier.issn 0965-9978
dc.identifier.uri http://repositorio.furg.br/handle/1/5139
dc.description.abstract A methodology for the probabilistic analysis of concrete gravity dams is presented, Concrete properties and seismic excitation are considered as random variables. The seismic excitation is considered as a non-stationary stochastic process which is artificially generated. Concrete properties have random variations over the spatial domain. Structural response is obtained employing the finite element method to solve the equations of motion of the coupled system dam-reservoir-foundation. Structural safety is evaluated with respect to the main failure modes (cracking, concrete crushing and sliding at the dam-foundation interface) using the Monte Carlo method. pt_BR
dc.language.iso eng pt_BR
dc.rights restrict access pt_BR
dc.subject Concrete gravity dams pt_BR
dc.subject Probabilistic pt_BR
dc.subject Structural analysis pt_BR
dc.subject Fluid-structure-foundation interaction pt_BR
dc.subject Earthquake response pt_BR
dc.title Probabilistic finite element analysis of concrete gravity dams pt_BR
dc.type article pt_BR
dc.identifier.doi 10.1016/S0965-9978(98)00052-0 pt_BR


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