Análise não-linear física de vigas contínuas em concreto armado e protendido

A non-linear analysis is developed for a prestressed concrete continuous beam, based on the theory of the finite-element method. As a consequence of the theoretical study, a computer program in FORTRAN is developed. This program performs a physical non - linear analysis of a prestressed continuous beam with any type of section and variable geometric characteristics. An example is solved. With these results, a comparison is made with the results obtained with a linear elastic analysis for the same structure.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1980

Author dc:creator

• Leal, Carlos Alberto de Sá

Advisor dc:contributor.advisor

• Diaz, Benjamin Ernani

• Vigas
• Concreto armado
• Análise não-linear

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/2987

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/2987