{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3478"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3478","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Flambagem local de paredes associadas","abstract":"The study of the stability of a structure composed by the association of walls is based on the study of the stability of isolated walls. In the present work, it is obtained the value of critical tension, through the application of the differential equation for rectangular wall and also through the potential energy principle. The result obtained is used in the study of the stability of a composed structure by the association of four rectangular walls joined along their longitudinal edges. The general equations obtained herein showed that with the hipothesis adopted, the local buckling is not largely influencied by the association of multiple walls.","abstract_html":"The study of the stability of a structure composed by the association of walls is based on the study of the stability of isolated walls. In the present work, it is obtained the value of critical tension, through the application of the differential equation for rectangular wall and also through the potential energy principle. The result obtained is used in the study of the stability of a composed structure by the association of four rectangular walls joined along their longitudinal edges. The general equations obtained herein showed that with the hipothesis adopted, the local buckling is not largely influencied by the association of multiple walls.","abstract_has_math":false,"creators":["Borba, Sonia Maria"],"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":1984,"date_issued":"1984-11","date_published":"1984-11","updated_at":"2026-07-24T01:16:01Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3478","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":["Borba, Sonia Maria"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2018-01-16T11:37:40Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:04:28Z"]},{"key":"dc:date.issued","label":"Date","values":["1984-11"]},{"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/11422/3478"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The study of the stability of a structure composed by the association of walls is based on the study of the stability of isolated walls. In the present work, it is obtained the value of critical tension, through the application of the differential equation for rectangular wall and also through the potential energy principle. The result obtained is used in the study of the stability of a composed structure by the association of four rectangular walls joined along their longitudinal edges. The general equations obtained herein showed that with the hipothesis adopted, the local buckling is not largely influencied by the association of multiple walls."]},{"key":"dc:title","label":"Title","values":["Flambagem local de paredes associadas"]}]}],"canonical_facts":{"dc:contributor.advisor":["Santos, Sydney Martins Gomes dos"],"dc:creator":["Borba, Sonia Maria"],"dc:date.accessioned":["2018-01-16T11:37:40Z"],"dc:date.available":["2026-05-16T03:04:28Z"],"dc:date.issued":["1984-11"],"dc:description.abstract":["The study of the stability of a structure composed by the association of walls is based on the study of the stability of isolated walls. In the present work, it is obtained the value of critical tension, through the application of the differential equation for rectangular wall and also through the potential energy principle. The result obtained is used in the study of the stability of a composed structure by the association of four rectangular walls joined along their longitudinal edges. The general equations obtained herein showed that with the hipothesis adopted, the local buckling is not largely influencied by the association of multiple walls."],"dc:identifier.uri":["http://hdl.handle.net/11422/3478"],"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":["Flambagem local de paredes associadas"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:16:01Z"}