{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3520"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3520","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Redistribuição de momentos fletores em estruturas aporticadas planas de concreto armado","abstract":"This report deals with the study of the facts that affect the stresses redistribution in plane frame of reinforced concrete. Two computer programs were developed in order to analyse the physical nonlinearity: one was based on the displacement method and the other on the force method. An evolutive approach of the methods to design the structure from the linear elastic state till the plastic was done. Comparison between experimental and numerical results and simullations studying the disposition and quantity of the armadure were done. The influence of this on the bending moments was studyed, as well.","abstract_html":"This report deals with the study of the facts that affect the stresses redistribution in plane frame of reinforced concrete. Two computer programs were developed in order to analyse the physical nonlinearity: one was based on the displacement method and the other on the force method. An evolutive approach of the methods to design the structure from the linear elastic state till the plastic was done. Comparison between experimental and numerical results and simullations studying the disposition and quantity of the armadure were done. The influence of this on the bending moments was studyed, as well.","abstract_has_math":false,"creators":["Pires Sobrinho, Carlos Welligton de Azevedo"],"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":1985,"date_issued":"1985-03","date_published":"1985-03","updated_at":"2026-07-24T01:16:04Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3520","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":["Pires Sobrinho, Carlos Welligton de Azevedo"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2018-01-19T15:25:12Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:04:30Z"]},{"key":"dc:date.issued","label":"Date","values":["1985-03"]},{"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/11422/3520"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["This report deals with the study of the facts that affect the stresses redistribution in plane frame of reinforced concrete. Two computer programs were developed in order to analyse the physical nonlinearity: one was based on the displacement method and the other on the force method. An evolutive approach of the methods to design the structure from the linear elastic state till the plastic was done. Comparison between experimental and numerical results and simullations studying the disposition and quantity of the armadure were done. The influence of this on the bending moments was studyed, as well."]},{"key":"dc:title","label":"Title","values":["Redistribuição de momentos fletores em estruturas aporticadas planas de concreto armado"]}]}],"canonical_facts":{"dc:contributor.advisor":["Santos, Sydney Martins Gomes dos"],"dc:creator":["Pires Sobrinho, Carlos Welligton de Azevedo"],"dc:date.accessioned":["2018-01-19T15:25:12Z"],"dc:date.available":["2026-05-16T03:04:30Z"],"dc:date.issued":["1985-03"],"dc:description.abstract":["This report deals with the study of the facts that affect the stresses redistribution in plane frame of reinforced concrete. Two computer programs were developed in order to analyse the physical nonlinearity: one was based on the displacement method and the other on the force method. An evolutive approach of the methods to design the structure from the linear elastic state till the plastic was done. Comparison between experimental and numerical results and simullations studying the disposition and quantity of the armadure were done. The influence of this on the bending moments was studyed, as well."],"dc:identifier.uri":["http://hdl.handle.net/11422/3520"],"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":["Redistribuição de momentos fletores em estruturas aporticadas planas de concreto armado"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:16:04Z"}