{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2987"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2987","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Análise não-linear física de vigas contínuas em concreto armado e protendido","abstract":"A non-linear analysis is developed for a prestressed concrete continuous beam, based on the theory of the finite-element method. As a consequence of the theoretical study, a computer program in FORTRAN is developed. This program performs a physical non - linear analysis of a prestressed continuous beam with any type of section and variable geometric characteristics. An example is solved. With these results, a comparison is made with the results obtained with a linear elastic analysis for the same structure.","abstract_html":"A non-linear analysis is developed for a prestressed concrete continuous beam, based on the theory of the finite-element method. As a consequence of the theoretical study, a computer program in FORTRAN is developed. This program performs a physical non - linear analysis of a prestressed continuous beam with any type of section and variable geometric characteristics. An example is solved. With these results, a comparison is made with the results obtained with a linear elastic analysis for the same structure.","abstract_has_math":false,"creators":["Leal, Carlos Alberto de Sá"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Diaz, Benjamin Ernani"],"committee_chairs":[],"committee_members":[],"year":1980,"date_issued":"1980-03","date_published":"1980-03","updated_at":"2026-07-24T01:15:56Z","subjects":["Vigas","Concreto armado","Análise não-linear"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2987","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Diaz, Benjamin Ernani"]},{"key":"dc:creator","label":"Author","values":["Leal, Carlos Alberto de Sá"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-10-09T17:08:41Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:04:05Z"]},{"key":"dc:date.issued","label":"Date","values":["1980-03"]},{"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":["Vigas","Concreto armado","Análise não-linear"]}]},{"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/11422/2987"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["A non-linear analysis is developed for a prestressed concrete continuous beam, based on the theory of the finite-element method. As a consequence of the theoretical study, a computer program in FORTRAN is developed. This program performs a physical non - linear analysis of a prestressed continuous beam with any type of section and variable geometric characteristics. An example is solved. With these results, a comparison is made with the results obtained with a linear elastic analysis for the same structure."]},{"key":"dc:title","label":"Title","values":["Análise não-linear física de vigas contínuas em concreto armado e protendido"]}]}],"canonical_facts":{"dc:contributor.advisor":["Diaz, Benjamin Ernani"],"dc:creator":["Leal, Carlos Alberto de Sá"],"dc:date.accessioned":["2017-10-09T17:08:41Z"],"dc:date.available":["2026-05-16T03:04:05Z"],"dc:date.issued":["1980-03"],"dc:description.abstract":["A non-linear analysis is developed for a prestressed concrete continuous beam, based on the theory of the finite-element method. As a consequence of the theoretical study, a computer program in FORTRAN is developed. This program performs a physical non - linear analysis of a prestressed continuous beam with any type of section and variable geometric characteristics. An example is solved. With these results, a comparison is made with the results obtained with a linear elastic analysis for the same structure."],"dc:identifier.uri":["http://hdl.handle.net/11422/2987"],"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":["Vigas","Concreto armado","Análise não-linear"],"dc:title":["Análise não-linear física de vigas contínuas em concreto armado e protendido"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:56Z"}