Um método interativo para análise de não-linearidade geométrica em estruturas reticulares

An iteration procedure is presented to determine the buckling loads of plane and space framed structures taking into account non-linear behavior. Two effects are included in the analysis: the axial forces on the member stiffness matrix and the changes of geometry caused by large displacements. A computer program writed in FORTRAN II is presented and numerical examples are included to illustrate the application.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1974

Author dc:creator

• Mantilla, Enrique Paillié

Advisor dc:contributor.advisor

• Bevilacqua, Luiz

• Análise não linear de estruturas
• Estruturas reticuladas

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/2635

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/2635