ANÁLISE DE TORRES DE LT CONSIDERANDO A INTERAÇÃO SOLO-ESTRUTURA
The mechanical model usually adopted in the design of transmission lines (TL) latticed steel towers is very simple, using spatial truss and frame elements, and solved by a linear static or non-linear geometric analysis. In the event of rupture of a conductor cable or a shield wire the loading is con...
Main Author: | |
---|---|
Other Authors: | |
Format: | Others |
Language: | Portuguese |
Published: |
Universidade Federal de Santa Maria
2012
|
Subjects: | |
Online Access: | http://repositorio.ufsm.br/handle/1/7785 |