{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2855"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2855","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Dimensionamento automático de estruturas de edifícios em concreto armado","abstract":"The design of reinforced concrete multistory building by computer is the goal of this work. A FORTRAN IV language system, where the stories are grids, which lie on elastic supports, was developed. The system input datas are the geometric, topologic and load features of the structure, as well the material properties. The system lists the structure efforts and the reinforced sections of beams, slabs and columns as output. The listing of the source statements, an artificial example and the program user's manual are herein at the end of thesis. The CEB recommendations concerning reinforced concrete formulation was used.","abstract_html":"The design of reinforced concrete multistory building by computer is the goal of this work. A FORTRAN IV language system, where the stories are grids, which lie on elastic supports, was developed. The system input datas are the geometric, topologic and load features of the structure, as well the material properties. The system lists the structure efforts and the reinforced sections of beams, slabs and columns as output. The listing of the source statements, an artificial example and the program user's manual are herein at the end of thesis. The CEB recommendations concerning reinforced concrete formulation was used.","abstract_has_math":false,"creators":["Menezes, Nilson Corrêa"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Soriano, Humberto Lima"],"committee_chairs":[],"committee_members":[],"year":1977,"date_issued":"1977-02","date_published":"1977-02","updated_at":"2026-07-24T01:15:56Z","subjects":["Dimensionamento de estruturas","Edificações","Concreto armado"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2855","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Soriano, Humberto Lima"]},{"key":"dc:creator","label":"Author","values":["Menezes, Nilson Corrêa"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-09-19T16:24:09Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:01:42Z"]},{"key":"dc:date.issued","label":"Date","values":["1977-02"]},{"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":["Dimensionamento de estruturas","Edificações","Concreto armado"]}]},{"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/11422/2855"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The design of reinforced concrete multistory building by computer is the goal of this work. A FORTRAN IV language system, where the stories are grids, which lie on elastic supports, was developed. The system input datas are the geometric, topologic and load features of the structure, as well the material properties. The system lists the structure efforts and the reinforced sections of beams, slabs and columns as output. The listing of the source statements, an artificial example and the program user's manual are herein at the end of thesis. 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