Tubular steel lattice telecommunication towers, subjected to wind loading and vortex shedding

• Tipo: Artigo em Livro de Atas de Conferência Internacional
• Data: 2017

Autores

Vieira, D (Autor) Outra; Rui Carneiro de Barros (Autor) FEUP

Ata de Conferência Internacional

Título: COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering

Páginas: 3154-3162

6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2017

15 June 2017 through 17 June 2017

Indexação

Scopus - 1 Citação

Outras Informações

ID Authenticus: P-00N-NC3

DOI: 10.7712/120117.5635.20402

Abstract (EN): The main goal of this work was to evaluate the response of the diagonals members of steel lattice towers with circular cross-sections under the wind load determined according to the current regulation EN1991-1-4. For the purpose of this study a program in VBA using Excel was developed to evaluate the response of lattice steel towers to vortex shedding induced vibrations and possible failure due to fatigue. A design example was dealt with some possible detail.

Idioma: Inglês

Tipo (Avaliação Docente): Científica