Lajes de pontes pelo método da ruptura

• Ano de defesa: 1972
• Autor(a) principal: Siciliano, Paulo César
• Tipo de documento: Dissertação
• Tipo de acesso: Acesso aberto
• Idioma: por
• Instituição de defesa: Universidade Federal do Rio de Janeiro; Brasil; Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia; Programa de Pós-Graduação em Engenharia Civil; UFRJ
• Palavras-chave em Português: Lajes; Dimensionamento de estruturas; Pontes; CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
• Link de acesso: http://hdl.handle.net/11422/2318

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.