Vibrações de estruturas aporticadas espaciais estaiadas

A numerical tool for geometric nonlinear static and linear dynamic analysis of stayed spatial frame structures is presented. The numerical procedures and modelling technics are developed towards near future analysis of long span stayed bridges. The developed approach mapes use of well established procedures of the finite element method. Several test examples plus a 3-D model of a three spans multi-stayed bridge are used to demonstrate the potentiality and validity of the adopted approach to analyse practical structures.

Grantor dc:publisher

Universidade Federal do Rio de Janeiro

Year dc:date.issued

1990

Author dc:creator

• Neves, Francisco de Assis das

Advisor dc:contributor.advisor

• Batista, Ronaldo Carvalho

• Engenharia Civil

Statement dc:rights

• Acesso Aberto

Language dc:language

por

Handle dc:identifier.uri

http://hdl.handle.net/11422/3947

OAI identifier oai:identifier

oai:pantheon.ufrj.br:11422/3947