{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3654"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3654","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Análise de tensões em nós sujeitos a bimomentos","abstract":"This thesis consists in the analysis of joints of thin walled beams when submited by bimoments and under the influence of additional stiffnesses. Several types of additional stiffnesses were studied through the program of finite elements applied to shells; it considers disconnected efforts of plane state stress and bending of plates. Two examples were analised. The first one - grid - was examined by three types of additional stiffness. The seoond - plane frame - two additional stiffnesses are examined. The results are presented in tables and graphs what enable conclusions about the analysis done.","abstract_html":"This thesis consists in the analysis of joints of thin walled beams when submited by bimoments and under the influence of additional stiffnesses. Several types of additional stiffnesses were studied through the program of finite elements applied to shells; it considers disconnected efforts of plane state stress and bending of plates. Two examples were analised. The first one - grid - was examined by three types of additional stiffness. The seoond - plane frame - two additional stiffnesses are examined. The results are presented in tables and graphs what enable conclusions about the analysis done.","abstract_has_math":false,"creators":["Rizzatti, Eduardo"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Santos, Sydney Martins Gomes dos"],"committee_chairs":[],"committee_members":[],"year":1986,"date_issued":"1986-07","date_published":"1986-07","updated_at":"2026-07-24T01:16:07Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3654","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Santos, Sydney Martins Gomes dos"]},{"key":"dc:creator","label":"Author","values":["Rizzatti, Eduardo"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2018-02-26T16:55:01Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:05:18Z"]},{"key":"dc:date.issued","label":"Date","values":["1986-07"]},{"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":["Engenharia Civil"]}]},{"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/11422/3654"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["This thesis consists in the analysis of joints of thin walled beams when submited by bimoments and under the influence of additional stiffnesses. Several types of additional stiffnesses were studied through the program of finite elements applied to shells; it considers disconnected efforts of plane state stress and bending of plates. Two examples were analised. The first one - grid - was examined by three types of additional stiffness. The seoond - plane frame - two additional stiffnesses are examined. The results are presented in tables and graphs what enable conclusions about the analysis done."]},{"key":"dc:title","label":"Title","values":["Análise de tensões em nós sujeitos a bimomentos"]}]}],"canonical_facts":{"dc:contributor.advisor":["Santos, Sydney Martins Gomes dos"],"dc:creator":["Rizzatti, Eduardo"],"dc:date.accessioned":["2018-02-26T16:55:01Z"],"dc:date.available":["2026-05-16T03:05:18Z"],"dc:date.issued":["1986-07"],"dc:description.abstract":["This thesis consists in the analysis of joints of thin walled beams when submited by bimoments and under the influence of additional stiffnesses. Several types of additional stiffnesses were studied through the program of finite elements applied to shells; it considers disconnected efforts of plane state stress and bending of plates. Two examples were analised. The first one - grid - was examined by three types of additional stiffness. The seoond - plane frame - two additional stiffnesses are examined. The results are presented in tables and graphs what enable conclusions about the analysis done."],"dc:identifier.uri":["http://hdl.handle.net/11422/3654"],"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":["Engenharia Civil"],"dc:title":["Análise de tensões em nós sujeitos a bimomentos"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:16:07Z"}