{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3481"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3481","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Análise dinâmica e cálculo da fadiga de estruturas de plataformas marítimas","abstract":"The main purpose of this work is to study the dynamic behaviour and the change in the fatigue damage corresponding to fixed offshore steel structures when there are changes in analysis parameters. The dynamic behaviour for structures similar to those of real offshore platforms is determined using the Finit Element Method, by means of computer programs for dynamic response in the time and in frequency domain, available at Petrobras, as part of the Computational System ADEP. The fatigue damage is obtained using the computer subsystem for deterministic fatigue analysis called FADES, wich is also a part of the ADEP System.","abstract_html":"The main purpose of this work is to study the dynamic behaviour and the change in the fatigue damage corresponding to fixed offshore steel structures when there are changes in analysis parameters. The dynamic behaviour for structures similar to those of real offshore platforms is determined using the Finit Element Method, by means of computer programs for dynamic response in the time and in frequency domain, available at Petrobras, as part of the Computational System ADEP. The fatigue damage is obtained using the computer subsystem for deterministic fatigue analysis called FADES, wich is also a part of the ADEP System.","abstract_has_math":false,"creators":["Oliveira, Albert Martins de"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Lima, Edison Castro Prates de"],"committee_chairs":[],"committee_members":[],"year":1985,"date_issued":"1985-03","date_published":"1985-03","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/11422/3481","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Lima, Edison Castro Prates de"]},{"key":"dc:creator","label":"Author","values":["Oliveira, Albert Martins de"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2018-01-16T14:51:00Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:04:28Z"]},{"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/11422/3481"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The main purpose of this work is to study the dynamic behaviour and the change in the fatigue damage corresponding to fixed offshore steel structures when there are changes in analysis parameters. The dynamic behaviour for structures similar to those of real offshore platforms is determined using the Finit Element Method, by means of computer programs for dynamic response in the time and in frequency domain, available at Petrobras, as part of the Computational System ADEP. The fatigue damage is obtained using the computer subsystem for deterministic fatigue analysis called FADES, wich is also a part of the ADEP System."]},{"key":"dc:title","label":"Title","values":["Análise dinâmica e cálculo da fadiga de estruturas de plataformas marítimas"]}]}],"canonical_facts":{"dc:contributor.advisor":["Lima, Edison Castro Prates de"],"dc:creator":["Oliveira, Albert Martins de"],"dc:date.accessioned":["2018-01-16T14:51:00Z"],"dc:date.available":["2026-05-16T03:04:28Z"],"dc:date.issued":["1985-03"],"dc:description.abstract":["The main purpose of this work is to study the dynamic behaviour and the change in the fatigue damage corresponding to fixed offshore steel structures when there are changes in analysis parameters. The dynamic behaviour for structures similar to those of real offshore platforms is determined using the Finit Element Method, by means of computer programs for dynamic response in the time and in frequency domain, available at Petrobras, as part of the Computational System ADEP. The fatigue damage is obtained using the computer subsystem for deterministic fatigue analysis called FADES, wich is also a part of the ADEP System."],"dc:identifier.uri":["http://hdl.handle.net/11422/3481"],"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 dinâmica e cálculo da fadiga de estruturas de plataformas marítimas"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:16:01Z"}