{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3655"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3655","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"O teorema da acomodação e suas aplicações","abstract":"In this work, the basic concepts related to the plastic design of structures are reviewed. The advantages and some methods of the plastic design are presented. The shake-down problem is studied. The tests of metalic frames carried out by NEAL and SYMONDS are shown and the shake-down theorem is proved, in terms of residual bending moments and residual stresses. Conclusions about the plastic design, taking into account the shake-down theorem, are given. The plastic design of reinforced concrete, according to BAKER and MACCHI, is also commented.","abstract_html":"In this work, the basic concepts related to the plastic design of structures are reviewed. The advantages and some methods of the plastic design are presented. The shake-down problem is studied. The tests of metalic frames carried out by NEAL and SYMONDS are shown and the shake-down theorem is proved, in terms of residual bending moments and residual stresses. Conclusions about the plastic design, taking into account the shake-down theorem, are given. The plastic design of reinforced concrete, according to BAKER and MACCHI, is also commented.","abstract_has_math":false,"creators":["Fonseca, Fábio Rosa da"],"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":"1986-11","date_published":"1986-11","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/11422/3655","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":["Fonseca, Fábio Rosa da"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2018-02-26T17:07:57Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:05:18Z"]},{"key":"dc:date.issued","label":"Date","values":["1986-11"]},{"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":["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/11422/3655"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["In this work, the basic concepts related to the plastic design of structures are reviewed. The advantages and some methods of the plastic design are presented. The shake-down problem is studied. The tests of metalic frames carried out by NEAL and SYMONDS are shown and the shake-down theorem is proved, in terms of residual bending moments and residual stresses. Conclusions about the plastic design, taking into account the shake-down theorem, are given. The plastic design of reinforced concrete, according to BAKER and MACCHI, is also commented."]},{"key":"dc:title","label":"Title","values":["O teorema da acomodação e suas aplicações"]}]}],"canonical_facts":{"dc:contributor.advisor":["Santos, Sydney Martins Gomes dos"],"dc:creator":["Fonseca, Fábio Rosa da"],"dc:date.accessioned":["2018-02-26T17:07:57Z"],"dc:date.available":["2026-05-16T03:05:18Z"],"dc:date.issued":["1986-11"],"dc:description.abstract":["In this work, the basic concepts related to the plastic design of structures are reviewed. The advantages and some methods of the plastic design are presented. The shake-down problem is studied. The tests of metalic frames carried out by NEAL and SYMONDS are shown and the shake-down theorem is proved, in terms of residual bending moments and residual stresses. Conclusions about the plastic design, taking into account the shake-down theorem, are given. The plastic design of reinforced concrete, according to BAKER and MACCHI, is also commented."],"dc:identifier.uri":["http://hdl.handle.net/11422/3655"],"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":["O teorema da acomodação e suas aplicações"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:16:07Z"}