Otimização estrutural em problemas dinâmicos

Presents an optimization structural procedure under dynamic constraints. The constraints imposed on the optimization problem can be subdivided into two classes: constraint on the natural frequency of the structure and dynamic response constraint. It is presented a general computer program for the truss element under harmonic excitation to make the following analysis: a) static analysis b) natural frequencies e) dynami e response (P = Pₑ ⁱᵚᵗ) d) dynami e response optimization (P = Pₑⁱᵚᵗ) e) frequency optimization.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1978

Author dc:creator

• Lira, Aécio

Advisor dc:contributor.advisor

• Segenreich, Solly Andy

• Dinâmica das estruturas
• Otimização matemática

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/3559

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/3559