Lajes de pontes pelo método da ruptura

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.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1972

Author dc:creator

• Siciliano, Paulo César

Advisor dc:contributor.advisor

• Carneiro, Fernando Luiz Lobo Barboza

• Lajes
• Dimensionamento de estruturas
• Pontes

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/2318

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/2318