{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3912"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3912","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Confiabilidade de estruturas reticuladas em ambientes de processamento paralelo","abstract":"ln this work application of the First Order Second Moment reliability theory was used to asses the nominal failure probability of framed structures. A elast-plastic limit state function to structural elements and specialists methods were used for this purpose. A method to identify the most likely failure modes was developed. The software was implemented in a parallel computer with a host (microVax) associated to 21 nodes 68020 Motorola processors with 2 Mbytes of memory.","abstract_html":"ln this work application of the First Order Second Moment reliability theory was used to asses the nominal failure probability of framed structures. A elast-plastic limit state function to structural elements and specialists methods were used for this purpose. A method to identify the most likely failure modes was developed. The software was implemented in a parallel computer with a host (microVax) associated to 21 nodes 68020 Motorola processors with 2 Mbytes of memory.","abstract_has_math":false,"creators":["Sagrilo, Luis Volnei Sudati"],"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":1989,"date_issued":"1989-09","date_published":"1989-09","updated_at":"2026-07-24T01:16:10Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3912","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":["Sagrilo, Luis Volnei Sudati"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2018-05-02T17:40:44Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:05:29Z"]},{"key":"dc:date.issued","label":"Date","values":["1989-09"]},{"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/11422/3912"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["ln this work application of the First Order Second Moment reliability theory was used to asses the nominal failure probability of framed structures. A elast-plastic limit state function to structural elements and specialists methods were used for this purpose. A method to identify the most likely failure modes was developed. The software was implemented in a parallel computer with a host (microVax) associated to 21 nodes 68020 Motorola processors with 2 Mbytes of memory."]},{"key":"dc:title","label":"Title","values":["Confiabilidade de estruturas reticuladas em ambientes de processamento paralelo"]}]}],"canonical_facts":{"dc:contributor.advisor":["Lima, Edison Castro Prates de"],"dc:creator":["Sagrilo, Luis Volnei Sudati"],"dc:date.accessioned":["2018-05-02T17:40:44Z"],"dc:date.available":["2026-05-16T03:05:29Z"],"dc:date.issued":["1989-09"],"dc:description.abstract":["ln this work application of the First Order Second Moment reliability theory was used to asses the nominal failure probability of framed structures. A elast-plastic limit state function to structural elements and specialists methods were used for this purpose. A method to identify the most likely failure modes was developed. The software was implemented in a parallel computer with a host (microVax) associated to 21 nodes 68020 Motorola processors with 2 Mbytes of memory."],"dc:identifier.uri":["http://hdl.handle.net/11422/3912"],"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":["Confiabilidade de estruturas reticuladas em ambientes de processamento paralelo"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:16:10Z"}