{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2648"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2648","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Estudo e aplicação do método dos elementos finitos a barragens de terra","abstract":"Static, two-dimensional analysis of earth dams is conducted by the Finite Element Method, using isoparametric elements. A study of the method and element used is made and a computer program is developed. Comments on linear and non linear simulations of an earth dam construction are made; some examples are shown. The effect of reservoir filling on a model is simulated with the computer program. A study of the influence of the elastic parameter's is made. Sugestions about the application of the method to earth dams and special tests to be made in laboratory are also made.","abstract_html":"Static, two-dimensional analysis of earth dams is conducted by the Finite Element Method, using isoparametric elements. A study of the method and element used is made and a computer program is developed. Comments on linear and non linear simulations of an earth dam construction are made; some examples are shown. The effect of reservoir filling on a model is simulated with the computer program. A study of the influence of the elastic parameter&#x27;s is made. Sugestions about the application of the method to earth dams and special tests to be made in laboratory are also made.","abstract_has_math":false,"creators":["Mahler, Cláudio Fernando"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Lacerda, Willy Alvarenga"],"committee_chairs":[],"committee_members":[],"year":1974,"date_issued":"1974-07","date_published":"1974-07","updated_at":"2026-07-24T01:15:49Z","subjects":["Método dos elementos finitos","Barragens de terra"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2648","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Lacerda, Willy Alvarenga"]},{"key":"dc:creator","label":"Author","values":["Mahler, Cláudio Fernando"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-08-15T12:49:26Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:01:31Z"]},{"key":"dc:date.issued","label":"Date","values":["1974-07"]},{"key":"dc:publisher","label":"Institution","values":["Universidade Federal do Rio de Janeiro"]},{"key":"dc:publisher.department","label":"Dc Publisher Department","values":["Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia"]},{"key":"dc:type","label":"Dc Type","values":["Dissertação"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Método dos elementos finitos","Barragens de terra"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["por"]},{"key":"dc:rights","label":"Dc Rights","values":["Acesso Aberto"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/11422/2648"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["Static, two-dimensional analysis of earth dams is conducted by the Finite Element Method, using isoparametric elements. A study of the method and element used is made and a computer program is developed. Comments on linear and non linear simulations of an earth dam construction are made; some examples are shown. The effect of reservoir filling on a model is simulated with the computer program. A study of the influence of the elastic parameter's is made. Sugestions about the application of the method to earth dams and special tests to be made in laboratory are also made."]},{"key":"dc:title","label":"Title","values":["Estudo e aplicação do método dos elementos finitos a barragens de terra"]}]}],"canonical_facts":{"dc:contributor.advisor":["Lacerda, Willy Alvarenga"],"dc:creator":["Mahler, Cláudio Fernando"],"dc:date.accessioned":["2017-08-15T12:49:26Z"],"dc:date.available":["2026-05-16T03:01:31Z"],"dc:date.issued":["1974-07"],"dc:description.abstract":["Static, two-dimensional analysis of earth dams is conducted by the Finite Element Method, using isoparametric elements. A study of the method and element used is made and a computer program is developed. Comments on linear and non linear simulations of an earth dam construction are made; some examples are shown. The effect of reservoir filling on a model is simulated with the computer program. A study of the influence of the elastic parameter's is made. Sugestions about the application of the method to earth dams and special tests to be made in laboratory are also made."],"dc:identifier.uri":["http://hdl.handle.net/11422/2648"],"dc:language":["por"],"dc:publisher":["Universidade Federal do Rio de Janeiro"],"dc:publisher.department":["Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia"],"dc:rights":["Acesso Aberto"],"dc:subject":["Método dos elementos finitos","Barragens de terra"],"dc:title":["Estudo e aplicação do método dos elementos finitos a barragens de terra"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:49Z"}