{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2982"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2982","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Análise não-linear de estruturas reticuladas espaciais de concreto armado","abstract":"Present an automatic program for non-linear analysis of spacial frames of reinforced concrete, including verification of structures under definite loading and research on its load-bearing capacity for a given disposition of loads. On its development are considered both the non-linearity of the stress-strain diagrams of the materials (physical non-linearity) and the second order effects of the axialflexural interaction (geometrical non-linearity). ln the case of structure loaded by torsion, combined or not with others efforts, the effects of torsion are considered on an approximative way, based on the spacial truss model, adopted by the C.E.B. The final part presents some examples of application of the automatic program and some comparisons with others methods of analysis and experimental investigations. Some comments about the results obtained and suggestions for more advanced studies in the future are also included.","abstract_html":"Present an automatic program for non-linear analysis of spacial frames of reinforced concrete, including verification of structures under definite loading and research on its load-bearing capacity for a given disposition of loads. On its development are considered both the non-linearity of the stress-strain diagrams of the materials (physical non-linearity) and the second order effects of the axialflexural interaction (geometrical non-linearity). ln the case of structure loaded by torsion, combined or not with others efforts, the effects of torsion are considered on an approximative way, based on the spacial truss model, adopted by the C.E.B. The final part presents some examples of application of the automatic program and some comparisons with others methods of analysis and experimental investigations. Some comments about the results obtained and suggestions for more advanced studies in the future are also included.","abstract_has_math":false,"creators":["Martins, Paulo Chaves de Rezende"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Holck, Carlos Henrique"],"committee_chairs":[],"committee_members":[],"year":1979,"date_issued":"1979-03","date_published":"1979-03","updated_at":"2026-07-24T01:15:56Z","subjects":["Concreto armado","Análise não linear de estruturas"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2982","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Holck, Carlos Henrique"]},{"key":"dc:creator","label":"Author","values":["Martins, Paulo Chaves de Rezende"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-10-09T12:42:44Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:04:05Z"]},{"key":"dc:date.issued","label":"Date","values":["1979-03"]},{"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":["Concreto armado","Análise não linear de estruturas"]}]},{"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/11422/2982"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["Present an automatic program for non-linear analysis of spacial frames of reinforced concrete, including verification of structures under definite loading and research on its load-bearing capacity for a given disposition of loads. On its development are considered both the non-linearity of the stress-strain diagrams of the materials (physical non-linearity) and the second order effects of the axialflexural interaction (geometrical non-linearity). ln the case of structure loaded by torsion, combined or not with others efforts, the effects of torsion are considered on an approximative way, based on the spacial truss model, adopted by the C.E.B. The final part presents some examples of application of the automatic program and some comparisons with others methods of analysis and experimental investigations. Some comments about the results obtained and suggestions for more advanced studies in the future are also included."]},{"key":"dc:title","label":"Title","values":["Análise não-linear de estruturas reticuladas espaciais de concreto armado"]}]}],"canonical_facts":{"dc:contributor.advisor":["Holck, Carlos Henrique"],"dc:creator":["Martins, Paulo Chaves de Rezende"],"dc:date.accessioned":["2017-10-09T12:42:44Z"],"dc:date.available":["2026-05-16T03:04:05Z"],"dc:date.issued":["1979-03"],"dc:description.abstract":["Present an automatic program for non-linear analysis of spacial frames of reinforced concrete, including verification of structures under definite loading and research on its load-bearing capacity for a given disposition of loads. On its development are considered both the non-linearity of the stress-strain diagrams of the materials (physical non-linearity) and the second order effects of the axialflexural interaction (geometrical non-linearity). ln the case of structure loaded by torsion, combined or not with others efforts, the effects of torsion are considered on an approximative way, based on the spacial truss model, adopted by the C.E.B. The final part presents some examples of application of the automatic program and some comparisons with others methods of analysis and experimental investigations. 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