Topology optimization analysis based on the direct coupling of the boundary element method and the level set method (2017)
- Authors:
- Autor USP: LEONEL, EDSON DENNER - EESC
- Unidade: EESC
- DOI: 10.1007/s40091-017-0175-8
- Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO; TOPOLOGIA; ESTRUTURAS
- Language: Inglês
- Imprenta:
- Source:
- Título do periódico: International Journal of Advanced Structural Engineering
- ISSN: 2008-3556
- Volume/Número/Paginação/Ano: v. 9, n. 4, p. 397-407, Dec. 2017
- Este periódico é de assinatura
- Este artigo é de acesso aberto
- URL de acesso aberto
- Cor do Acesso Aberto: hybrid
- Licença: cc-by
-
ABNT
VITORIO JUNIOR, Paulo Cezar e LEONEL, Edson Denner. Topology optimization analysis based on the direct coupling of the boundary element method and the level set method. International Journal of Advanced Structural Engineering, v. 9, n. 4, p. 397-407, 2017Tradução . . Disponível em: https://doi.org/10.1007/s40091-017-0175-8. Acesso em: 23 abr. 2024. -
APA
Vitorio Junior, P. C., & Leonel, E. D. (2017). Topology optimization analysis based on the direct coupling of the boundary element method and the level set method. International Journal of Advanced Structural Engineering, 9( 4), 397-407. doi:10.1007/s40091-017-0175-8 -
NLM
Vitorio Junior PC, Leonel ED. Topology optimization analysis based on the direct coupling of the boundary element method and the level set method [Internet]. International Journal of Advanced Structural Engineering. 2017 ; 9( 4): 397-407.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1007/s40091-017-0175-8 -
Vancouver
Vitorio Junior PC, Leonel ED. Topology optimization analysis based on the direct coupling of the boundary element method and the level set method [Internet]. International Journal of Advanced Structural Engineering. 2017 ; 9( 4): 397-407.[citado 2024 abr. 23 ] Available from: https://doi.org/10.1007/s40091-017-0175-8 - Avaliação estatística de erro de modelos de resistência à punção de lajes lisas de concreto armado
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Informações sobre o DOI: 10.1007/s40091-017-0175-8 (Fonte: oaDOI API)
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