{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2241"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2241","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Análise por computadores digitais de estruturas reticuladas no espaço, com elemento de secção variável","abstract":"The scope of this paper is to organize a computer program for three dimensional structural frames. The analysis is carried out with the stiffness method. Some arrangements in the stiffness matrix are made in arder to obtain a compact formulation for the problem without loss in generality. These arrangements allow the introduction of hinged members with non-uniform cross section. Also, by using well known techniques , the prograrn allow the introduction of elastic supports, pre-stressing effects, thermal effects and displacements of the supports. This is done in order to give a complete generality to the program. As segments of the program there are subroutines designed to evaluate the reactions of members fixed at both ends, due to external loading. These members may also have non-uniform cross-sections.","abstract_html":"The scope of this paper is to organize a computer program for three dimensional structural frames. The analysis is carried out with the stiffness method. Some arrangements in the stiffness matrix are made in arder to obtain a compact formulation for the problem without loss in generality. These arrangements allow the introduction of hinged members with non-uniform cross section. Also, by using well known techniques , the prograrn allow the introduction of elastic supports, pre-stressing effects, thermal effects and displacements of the supports. This is done in order to give a complete generality to the program. As segments of the program there are subroutines designed to evaluate the reactions of members fixed at both ends, due to external loading. These members may also have non-uniform cross-sections.","abstract_has_math":false,"creators":["Charone Filho, Nagib"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Carneiro, Fernando Luiz Lobo Barboza"],"committee_chairs":[],"committee_members":[],"year":1971,"date_issued":"1971-07","date_published":"1971-07","updated_at":"2026-07-24T01:15:49Z","subjects":["Estruturas reticuladas","Softwares (Elaboração)"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2241","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Carneiro, Fernando Luiz Lobo Barboza"]},{"key":"dc:creator","label":"Author","values":["Charone Filho, Nagib"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-06-12T15:31:11Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:01:24Z"]},{"key":"dc:date.issued","label":"Date","values":["1971-07"]},{"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","Softwares (Elaboração)"]}]},{"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/11422/2241"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The scope of this paper is to organize a computer program for three dimensional structural frames. The analysis is carried out with the stiffness method. Some arrangements in the stiffness matrix are made in arder to obtain a compact formulation for the problem without loss in generality. These arrangements allow the introduction of hinged members with non-uniform cross section. Also, by using well known techniques , the prograrn allow the introduction of elastic supports, pre-stressing effects, thermal effects and displacements of the supports. This is done in order to give a complete generality to the program. As segments of the program there are subroutines designed to evaluate the reactions of members fixed at both ends, due to external loading. These members may also have non-uniform cross-sections."]},{"key":"dc:title","label":"Title","values":["Análise por computadores digitais de estruturas reticuladas no espaço, com elemento de secção variável"]}]}],"canonical_facts":{"dc:contributor.advisor":["Carneiro, Fernando Luiz Lobo Barboza"],"dc:creator":["Charone Filho, Nagib"],"dc:date.accessioned":["2017-06-12T15:31:11Z"],"dc:date.available":["2026-05-16T03:01:24Z"],"dc:date.issued":["1971-07"],"dc:description.abstract":["The scope of this paper is to organize a computer program for three dimensional structural frames. The analysis is carried out with the stiffness method. Some arrangements in the stiffness matrix are made in arder to obtain a compact formulation for the problem without loss in generality. These arrangements allow the introduction of hinged members with non-uniform cross section. Also, by using well known techniques , the prograrn allow the introduction of elastic supports, pre-stressing effects, thermal effects and displacements of the supports. This is done in order to give a complete generality to the program. As segments of the program there are subroutines designed to evaluate the reactions of members fixed at both ends, due to external loading. These members may also have non-uniform cross-sections."],"dc:identifier.uri":["http://hdl.handle.net/11422/2241"],"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","Softwares (Elaboração)"],"dc:title":["Análise por computadores digitais de estruturas reticuladas no espaço, com elemento de secção variável"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:49Z"}