{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3596"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3596","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Análise dinâmica linear de cascas axissimétricas com um elemento finito curvo","abstract":"Linear dynamic analysis based on the theories of LOVE and FLÜGGE is presented for axisymmetric thin shells under the action of arbitrary loads including temperature effects. The general equilibrium equations and the corresponding boundary conditions are obtained from the Principle of Virtual work. To determine the aproximate solution one applies the Finite Element Method using a curved element with three and four degrees of freedom per node. The linear dynamic response is obtained by the Modal Superposition Method supposing a viscous damping by means of percentage of the criticai damping. The theory is applied in some numerical examples and the results are compared to those presented by other authors. The Automatic Program developed in FORTRAN-IV is also presented.","abstract_html":"Linear dynamic analysis based on the theories of LOVE and FLÜGGE is presented for axisymmetric thin shells under the action of arbitrary loads including temperature effects. The general equilibrium equations and the corresponding boundary conditions are obtained from the Principle of Virtual work. To determine the aproximate solution one applies the Finite Element Method using a curved element with three and four degrees of freedom per node. The linear dynamic response is obtained by the Modal Superposition Method supposing a viscous damping by means of percentage of the criticai damping. The theory is applied in some numerical examples and the results are compared to those presented by other authors. The Automatic Program developed in FORTRAN-IV is also presented.","abstract_has_math":false,"creators":["Jospin, Reinaldo Jacques"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Feijóo, Raul Antonino"],"committee_chairs":[],"committee_members":[],"year":1978,"date_issued":"1978-10","date_published":"1978-10","updated_at":"2026-07-24T01:16:04Z","subjects":["Dinâmica das estruturas","Método dos elementos finitos","Cascas"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3596","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Feijóo, Raul Antonino"]},{"key":"dc:creator","label":"Author","values":["Jospin, Reinaldo Jacques"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2018-02-06T16:29:55Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:05:20Z"]},{"key":"dc:date.issued","label":"Date","values":["1978-10"]},{"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":["Dinâmica das estruturas","Método dos elementos finitos","Cascas"]}]},{"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/11422/3596"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["Linear dynamic analysis based on the theories of LOVE and FLÜGGE is presented for axisymmetric thin shells under the action of arbitrary loads including temperature effects. The general equilibrium equations and the corresponding boundary conditions are obtained from the Principle of Virtual work. To determine the aproximate solution one applies the Finite Element Method using a curved element with three and four degrees of freedom per node. The linear dynamic response is obtained by the Modal Superposition Method supposing a viscous damping by means of percentage of the criticai damping. The theory is applied in some numerical examples and the results are compared to those presented by other authors. The Automatic Program developed in FORTRAN-IV is also presented."]},{"key":"dc:title","label":"Title","values":["Análise dinâmica linear de cascas axissimétricas com um elemento finito curvo"]}]}],"canonical_facts":{"dc:contributor.advisor":["Feijóo, Raul Antonino"],"dc:creator":["Jospin, Reinaldo Jacques"],"dc:date.accessioned":["2018-02-06T16:29:55Z"],"dc:date.available":["2026-05-16T03:05:20Z"],"dc:date.issued":["1978-10"],"dc:description.abstract":["Linear dynamic analysis based on the theories of LOVE and FLÜGGE is presented for axisymmetric thin shells under the action of arbitrary loads including temperature effects. The general equilibrium equations and the corresponding boundary conditions are obtained from the Principle of Virtual work. To determine the aproximate solution one applies the Finite Element Method using a curved element with three and four degrees of freedom per node. The linear dynamic response is obtained by the Modal Superposition Method supposing a viscous damping by means of percentage of the criticai damping. The theory is applied in some numerical examples and the results are compared to those presented by other authors. The Automatic Program developed in FORTRAN-IV is also presented."],"dc:identifier.uri":["http://hdl.handle.net/11422/3596"],"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":["Dinâmica das estruturas","Método dos elementos finitos","Cascas"],"dc:title":["Análise dinâmica linear de cascas axissimétricas com um elemento finito curvo"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:16:04Z"}