{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2935"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2935","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Alvenaria armada de tijolo vazado de barro - pilares curtos","abstract":"Starts a research line on reinforced air brick masonry, to study objetive the conduct of these structures under compression, at service limit and ultimate limit states. Fifteen columns of square section, built with air bricks usually used in constructions, were tested until the rupture point. The quantity and the category of reinforcing bars were used as parameters for variation. The analysis of the results were done using comparative diagrams and tables of these structures at service, at the first limit state and near the rupture point. The masonry and reinforcing bars characteristics and design diagrams and the axial compression verification formula were completely defined.","abstract_html":"Starts a research line on reinforced air brick masonry, to study objetive the conduct of these structures under compression, at service limit and ultimate limit states. Fifteen columns of square section, built with air bricks usually used in constructions, were tested until the rupture point. The quantity and the category of reinforcing bars were used as parameters for variation. The analysis of the results were done using comparative diagrams and tables of these structures at service, at the first limit state and near the rupture point. The masonry and reinforcing bars characteristics and design diagrams and the axial compression verification formula were completely defined.","abstract_has_math":false,"creators":["Grilo, Marcos Barbosa"],"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":1978,"date_issued":"1978-01","date_published":"1978-01","updated_at":"2026-07-24T01:15:56Z","subjects":["Alvenaria armada","Pilares (dimensionamento)"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2935","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":["Grilo, Marcos Barbosa"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-09-28T14:32:54Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:04:03Z"]},{"key":"dc:date.issued","label":"Date","values":["1978-01"]},{"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":["Alvenaria armada","Pilares (dimensionamento)"]}]},{"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/11422/2935"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["Starts a research line on reinforced air brick masonry, to study objetive the conduct of these structures under compression, at service limit and ultimate limit states. Fifteen columns of square section, built with air bricks usually used in constructions, were tested until the rupture point. The quantity and the category of reinforcing bars were used as parameters for variation. The analysis of the results were done using comparative diagrams and tables of these structures at service, at the first limit state and near the rupture point. The masonry and reinforcing bars characteristics and design diagrams and the axial compression verification formula were completely defined."]},{"key":"dc:title","label":"Title","values":["Alvenaria armada de tijolo vazado de barro - pilares curtos"]}]}],"canonical_facts":{"dc:contributor.advisor":["Holck, Carlos Henrique"],"dc:creator":["Grilo, Marcos Barbosa"],"dc:date.accessioned":["2017-09-28T14:32:54Z"],"dc:date.available":["2026-05-16T03:04:03Z"],"dc:date.issued":["1978-01"],"dc:description.abstract":["Starts a research line on reinforced air brick masonry, to study objetive the conduct of these structures under compression, at service limit and ultimate limit states. Fifteen columns of square section, built with air bricks usually used in constructions, were tested until the rupture point. The quantity and the category of reinforcing bars were used as parameters for variation. The analysis of the results were done using comparative diagrams and tables of these structures at service, at the first limit state and near the rupture point. The masonry and reinforcing bars characteristics and design diagrams and the axial compression verification formula were completely defined."],"dc:identifier.uri":["http://hdl.handle.net/11422/2935"],"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":["Alvenaria armada","Pilares (dimensionamento)"],"dc:title":["Alvenaria armada de tijolo vazado de barro - pilares curtos"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:56Z"}