Colunas de concreto armado solicitadas por cargas axiais excêntricas

In this thesis we analyse the behavior of beam-columns with circular or annular cross sections under eccentric longitudinal load. The influence of the changes in shape of the elastic and the non-linearity of the stress-strain curves for both concrete and reinforcement steel is considered through numerical methods. A computer program for the numerical calculation was developed for plotting graphs used in the determination of bearing capacity of columns being studied. The basic assumptions are from the CEB-FIP Recommendations.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1973

Author dc:creator

• Yamagata, Nobuo

Advisor dc:contributor.advisor

• Carneiro, Fernando Luiz Lobo Barboza

• Concreto armado
• Método dos elementos finitos

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/2525

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/2525