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Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/1039
DC FieldValueLanguage
dc.contributor.authorPapaleontiou, Chryssis-
dc.contributor.authorTassoulas, John L.-
dc.date.accessioned2013-03-08T08:27:56Zen
dc.date.accessioned2013-05-17T10:30:37Z-
dc.date.accessioned2015-12-02T08:42:55Z-
dc.date.available2013-03-08T08:27:56Zen
dc.date.available2013-05-17T10:30:37Z-
dc.date.available2015-12-02T08:42:55Z-
dc.date.issued2012-06-
dc.identifier.citationEarthquake and Structures, 2012, vol. 3, no. 3-4, pp. 457-471en_US
dc.identifier.issn20927614-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/1039-
dc.description.abstractCurrent code procedures for stress and stability analysis of new and existing concrete-gravity dams are primarily based on conventional methods of analysis. Such methods can be applied in a straightforward manner but there has been evidence that they may be inaccurate or, possibly, not conservative. This paper presents finite element modeling and analysis procedures and makes recommendations for local failure criteria at the dam-rock interface aimed at predicting more accurately the behavior of dams under hydraulic and anchoring loads.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofEarthquakes and Structuresen_US
dc.rights© ProQuest LLC. All rights reserved.en_US
dc.subjectConcreteen_US
dc.subjectFailureen_US
dc.subjectComputer systemsen_US
dc.subjectFinite element methoden_US
dc.titleEvaluation of Dam Strength by Finite Element Analysisen_US
dc.typeArticleen_US
dc.affiliationUniversity of Texas-
dc.linkhttp://search.proquest.com/docview/1038254005?accountid=36246en_US
dc.collaborationUniversity of Texasen_US
dc.subject.categoryENGINEERING AND TECHNOLOGYen_US
dc.journalsSubscriptionen_US
dc.countryUnited Statesen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.dept.handle123456789/54en
dc.relation.issue3-4en_US
dc.relation.volume3en_US
cut.common.academicyear2011-2012en_US
dc.identifier.spage457en_US
dc.identifier.epage471en_US
item.languageiso639-1en-
item.cerifentitytypePublications-
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.openairetypearticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.journal.journalissn2092-7622-
crisitem.journal.publisherTechno-Press-
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