{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2347"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2347","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"O método dos elementos finitos aplicado a problemas de cascas e estruturas laminares utilizando-se elementos triangulares planos","abstract":"Analysis of general shells and folded plates by the Finite Element Method, with the use of a plane triangular finite element with fifteen and also with eighteen degrees of freedom. A brief exposition of the Method in which its variational characteristic is pointed, is made at the begining. The development of the foregoing element is pursued with five options for the assemblage of the stiffness matrix of the structural system. An automatic program based upon this finite element is written in FORTRAN IV for an IBM/360 Model 40H computer. With this program it is possible the solution of structural systems with a maximum of 300 points and 500 elements.","abstract_html":"Analysis of general shells and folded plates by the Finite Element Method, with the use of a plane triangular finite element with fifteen and also with eighteen degrees of freedom. A brief exposition of the Method in which its variational characteristic is pointed, is made at the begining. The development of the foregoing element is pursued with five options for the assemblage of the stiffness matrix of the structural system. An automatic program based upon this finite element is written in FORTRAN IV for an IBM/360 Model 40H computer. With this program it is possible the solution of structural systems with a maximum of 300 points and 500 elements.","abstract_has_math":false,"creators":["Lima, Silvio Romero Frej da Fonseca"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Venâncio Filho, Fernando"],"committee_chairs":[],"committee_members":[],"year":1972,"date_issued":"1972-11","date_published":"1972-11","updated_at":"2026-07-24T01:15:49Z","subjects":["Cascas","Estruturas de concreto"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2347","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Venâncio Filho, Fernando"]},{"key":"dc:creator","label":"Author","values":["Lima, Silvio Romero Frej da Fonseca"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-06-29T12:05:37Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:03:35Z"]},{"key":"dc:date.issued","label":"Date","values":["1972-11"]},{"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":["Cascas","Estruturas de concreto"]}]},{"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/11422/2347"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["Analysis of general shells and folded plates by the Finite Element Method, with the use of a plane triangular finite element with fifteen and also with eighteen degrees of freedom. A brief exposition of the Method in which its variational characteristic is pointed, is made at the begining. The development of the foregoing element is pursued with five options for the assemblage of the stiffness matrix of the structural system. An automatic program based upon this finite element is written in FORTRAN IV for an IBM/360 Model 40H computer. With this program it is possible the solution of structural systems with a maximum of 300 points and 500 elements."]},{"key":"dc:title","label":"Title","values":["O método dos elementos finitos aplicado a problemas de cascas e estruturas laminares utilizando-se elementos triangulares planos"]}]}],"canonical_facts":{"dc:contributor.advisor":["Venâncio Filho, Fernando"],"dc:creator":["Lima, Silvio Romero Frej da Fonseca"],"dc:date.accessioned":["2017-06-29T12:05:37Z"],"dc:date.available":["2026-05-16T03:03:35Z"],"dc:date.issued":["1972-11"],"dc:description.abstract":["Analysis of general shells and folded plates by the Finite Element Method, with the use of a plane triangular finite element with fifteen and also with eighteen degrees of freedom. A brief exposition of the Method in which its variational characteristic is pointed, is made at the begining. The development of the foregoing element is pursued with five options for the assemblage of the stiffness matrix of the structural system. An automatic program based upon this finite element is written in FORTRAN IV for an IBM/360 Model 40H computer. With this program it is possible the solution of structural systems with a maximum of 300 points and 500 elements."],"dc:identifier.uri":["http://hdl.handle.net/11422/2347"],"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":["Cascas","Estruturas de concreto"],"dc:title":["O método dos elementos finitos aplicado a problemas de cascas e estruturas laminares utilizando-se elementos triangulares planos"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:49Z"}