{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2318"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2318","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Lajes de pontes pelo método da ruptura","abstract":"This work refers to the application of rupture method on designing of bridge slabs. We have studied only the effect of the heavy vehicle of six wheels. We have tested 5 models, being 3 separeted and just supported by the 4 sides, and 2 continuous slabs that have been previously dimensioned, according to the calculated results by numbers obtained by Prof. Polillo, working with straight configurations of rupture. We have compared the test results with that of elastic classic methods and with numbers of rupture method. We have concluded, in all of our tests, by the use of the rupture method (straight configurations) that, besides its comproved safety, it is the more economical.","abstract_html":"This work refers to the application of rupture method on designing of bridge slabs. We have studied only the effect of the heavy vehicle of six wheels. We have tested 5 models, being 3 separeted and just supported by the 4 sides, and 2 continuous slabs that have been previously dimensioned, according to the calculated results by numbers obtained by Prof. Polillo, working with straight configurations of rupture. We have compared the test results with that of elastic classic methods and with numbers of rupture method. We have concluded, in all of our tests, by the use of the rupture method (straight configurations) that, besides its comproved safety, it is the more economical.","abstract_has_math":false,"creators":["Siciliano, Paulo César"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Carneiro, Fernando Luiz Lobo Barboza"],"committee_chairs":[],"committee_members":[],"year":1972,"date_issued":"1972-05","date_published":"1972-05","updated_at":"2026-07-24T01:15:49Z","subjects":["Lajes","Dimensionamento de estruturas","Pontes"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2318","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Carneiro, Fernando Luiz Lobo Barboza"]},{"key":"dc:creator","label":"Author","values":["Siciliano, Paulo César"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-06-27T13:18:21Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:03:31Z"]},{"key":"dc:date.issued","label":"Date","values":["1972-05"]},{"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":["Lajes","Dimensionamento de estruturas","Pontes"]}]},{"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/11422/2318"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["This work refers to the application of rupture method on designing of bridge slabs. We have studied only the effect of the heavy vehicle of six wheels. We have tested 5 models, being 3 separeted and just supported by the 4 sides, and 2 continuous slabs that have been previously dimensioned, according to the calculated results by numbers obtained by Prof. Polillo, working with straight configurations of rupture. We have compared the test results with that of elastic classic methods and with numbers of rupture method. We have concluded, in all of our tests, by the use of the rupture method (straight configurations) that, besides its comproved safety, it is the more economical."]},{"key":"dc:title","label":"Title","values":["Lajes de pontes pelo método da ruptura"]}]}],"canonical_facts":{"dc:contributor.advisor":["Carneiro, Fernando Luiz Lobo Barboza"],"dc:creator":["Siciliano, Paulo César"],"dc:date.accessioned":["2017-06-27T13:18:21Z"],"dc:date.available":["2026-05-16T03:03:31Z"],"dc:date.issued":["1972-05"],"dc:description.abstract":["This work refers to the application of rupture method on designing of bridge slabs. We have studied only the effect of the heavy vehicle of six wheels. We have tested 5 models, being 3 separeted and just supported by the 4 sides, and 2 continuous slabs that have been previously dimensioned, according to the calculated results by numbers obtained by Prof. Polillo, working with straight configurations of rupture. We have compared the test results with that of elastic classic methods and with numbers of rupture method. We have concluded, in all of our tests, by the use of the rupture method (straight configurations) that, besides its comproved safety, it is the more economical."],"dc:identifier.uri":["http://hdl.handle.net/11422/2318"],"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":["Lajes","Dimensionamento de estruturas","Pontes"],"dc:title":["Lajes de pontes pelo método da ruptura"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:49Z"}