Design Optimization of Tapered Steel Wind Turbine Towers by QPSO Algorithm-Reference-Cited by-同舟云学术

Design Optimization of Tapered Steel Wind Turbine Towers by QPSO Algorithm

Published:2020-08-13 Issue:5 Volume:20 Page:1552-1563
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Furlanetto Augusto,Gomes Herbert Martins,de Almeida Felipe Schaedler^ORCID

Funder

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13296-020-00389-3.pdf

Reference28 articles.

1. ABNT. Brazilian Association of Technical Standards. NBR 6123. (1988). Building construction—bases for design structures—wind loads—procedure. Corrected Version 2:2013

2. ABNT. Brazilian Association of Technical Standards. NBR 8681. (2003). Actions and safety of structures—procedure.

3. ABNT. Brazilian Association of Technical Standards. NBR 8800. (2008). Design of steel and composite structures for buildings.

4. AISC. American Institute of Steel Construction. AISC 360-16. (2016). Specifications for structural steel buildings.

5. Bergh, F., & Engelbrecht, A. P. (2006). A study of particle swarm optimization particle trajectories. Information Sciences, 176, 937–971.

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