{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2528"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2528","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Dinâmica de estruturas reticuladas sob cargas móveis, pelo método dos elementos finitos","abstract":"The dynamic analysis of framed structure, in particular, beams and plane frames, is the purpose of this work. Using the finite element method applied to structural dynamics we present the necessary theory to obtain the response due to concentraded and distributed moving loads on beams and on plane frames. An automatic program was developed for the computer IBM 1130 - 32k, and the impact factors for the moving loads mencioned above, were obtained by the program.","abstract_html":"The dynamic analysis of framed structure, in particular, beams and plane frames, is the purpose of this work. Using the finite element method applied to structural dynamics we present the necessary theory to obtain the response due to concentraded and distributed moving loads on beams and on plane frames. An automatic program was developed for the computer IBM 1130 - 32k, and the impact factors for the moving loads mencioned above, were obtained by the program.","abstract_has_math":false,"creators":["Jung, Marcos de Paula"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Venâncio Filho, Fernando"],"committee_chairs":[],"committee_members":[],"year":1973,"date_issued":"1973-06","date_published":"1973-06","updated_at":"2026-07-24T01:15:49Z","subjects":["Estruturas reticuladas","Carga","Método dos elementos finitos"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2528","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Venâncio Filho, Fernando"]},{"key":"dc:creator","label":"Author","values":["Jung, Marcos de Paula"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-07-27T17:24:26Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:05:15Z"]},{"key":"dc:date.issued","label":"Date","values":["1973-06"]},{"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":["Estruturas reticuladas","Carga","Método dos elementos finitos"]}]},{"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/11422/2528"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The dynamic analysis of framed structure, in particular, beams and plane frames, is the purpose of this work. Using the finite element method applied to structural dynamics we present the necessary theory to obtain the response due to concentraded and distributed moving loads on beams and on plane frames. An automatic program was developed for the computer IBM 1130 - 32k, and the impact factors for the moving loads mencioned above, were obtained by the program."]},{"key":"dc:title","label":"Title","values":["Dinâmica de estruturas reticuladas sob cargas móveis, pelo método dos elementos finitos"]}]}],"canonical_facts":{"dc:contributor.advisor":["Venâncio Filho, Fernando"],"dc:creator":["Jung, Marcos de Paula"],"dc:date.accessioned":["2017-07-27T17:24:26Z"],"dc:date.available":["2026-05-16T03:05:15Z"],"dc:date.issued":["1973-06"],"dc:description.abstract":["The dynamic analysis of framed structure, in particular, beams and plane frames, is the purpose of this work. Using the finite element method applied to structural dynamics we present the necessary theory to obtain the response due to concentraded and distributed moving loads on beams and on plane frames. An automatic program was developed for the computer IBM 1130 - 32k, and the impact factors for the moving loads mencioned above, were obtained by the program."],"dc:identifier.uri":["http://hdl.handle.net/11422/2528"],"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":["Estruturas reticuladas","Carga","Método dos elementos finitos"],"dc:title":["Dinâmica de estruturas reticuladas sob cargas móveis, pelo método dos elementos finitos"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:49Z"}