{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/3245"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/3245","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Análise de edifícios pelo método das estruturas equivalentes","abstract":"The equivalent frame method for analysing reinforced concrete buildings which is described in the \"ACI Building Code Requirements\" (ACI-318-77) is suitable for analysing only the gravity loading. This paper adds the analysis of lateral load to the ACI concept. It also presents a new procedure, developed from Vanderbilt’s theory that permits the use of equivalent frame concept for the analysis of multistore buildings for both lateral and gravity loads. A computer program is presented to compute the internal forces in slabs, beams and columns of building and the displacements in each nodal point. This program uses the properties of the banded stiffness matrix. The technique used to assemble and store the stiffness matrix is a modified version of the partition method. Comparisons between the procedure proposed and traditional methods are made for some particular structures. The results are very close for both methods for each type of structure.","abstract_html":"The equivalent frame method for analysing reinforced concrete buildings which is described in the "ACI Building Code Requirements" (ACI-318-77) is suitable for analysing only the gravity loading. This paper adds the analysis of lateral load to the ACI concept. It also presents a new procedure, developed from Vanderbilt’s theory that permits the use of equivalent frame concept for the analysis of multistore buildings for both lateral and gravity loads. A computer program is presented to compute the internal forces in slabs, beams and columns of building and the displacements in each nodal point. This program uses the properties of the banded stiffness matrix. The technique used to assemble and store the stiffness matrix is a modified version of the partition method. Comparisons between the procedure proposed and traditional methods are made for some particular structures. The results are very close for both methods for each type of structure.","abstract_has_math":false,"creators":["Campos, João Carlos de"],"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":1982,"date_issued":"1982-11","date_published":"1982-11","updated_at":"2026-07-24T01:15:59Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3245","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":["Campos, João Carlos de"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-12-06T12:52:02Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:04:14Z"]},{"key":"dc:date.issued","label":"Date","values":["1982-11"]},{"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":["Engenharia Civil"]}]},{"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/11422/3245"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The equivalent frame method for analysing reinforced concrete buildings which is described in the \"ACI Building Code Requirements\" (ACI-318-77) is suitable for analysing only the gravity loading. This paper adds the analysis of lateral load to the ACI concept. It also presents a new procedure, developed from Vanderbilt’s theory that permits the use of equivalent frame concept for the analysis of multistore buildings for both lateral and gravity loads. A computer program is presented to compute the internal forces in slabs, beams and columns of building and the displacements in each nodal point. This program uses the properties of the banded stiffness matrix. The technique used to assemble and store the stiffness matrix is a modified version of the partition method. Comparisons between the procedure proposed and traditional methods are made for some particular structures. The results are very close for both methods for each type of structure."]},{"key":"dc:title","label":"Title","values":["Análise de edifícios pelo método das estruturas equivalentes"]}]}],"canonical_facts":{"dc:contributor.advisor":["Soriano, Humberto Lima"],"dc:creator":["Campos, João Carlos de"],"dc:date.accessioned":["2017-12-06T12:52:02Z"],"dc:date.available":["2026-05-16T03:04:14Z"],"dc:date.issued":["1982-11"],"dc:description.abstract":["The equivalent frame method for analysing reinforced concrete buildings which is described in the \"ACI Building Code Requirements\" (ACI-318-77) is suitable for analysing only the gravity loading. This paper adds the analysis of lateral load to the ACI concept. It also presents a new procedure, developed from Vanderbilt’s theory that permits the use of equivalent frame concept for the analysis of multistore buildings for both lateral and gravity loads. A computer program is presented to compute the internal forces in slabs, beams and columns of building and the displacements in each nodal point. This program uses the properties of the banded stiffness matrix. The technique used to assemble and store the stiffness matrix is a modified version of the partition method. Comparisons between the procedure proposed and traditional methods are made for some particular structures. The results are very close for both methods for each type of structure."],"dc:identifier.uri":["http://hdl.handle.net/11422/3245"],"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":["Engenharia Civil"],"dc:title":["Análise de edifícios pelo método das estruturas equivalentes"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:59Z"}