Hybrid Monte Carlo FORM approach to determine acceptable defect size for rigid welded risers (2021)
- Authors:
- Autor USP: BECK, ANDRÉ TEÓFILO - EESC
- Unidade: EESC
- Subjects: MÉTODO DE MONTE CARLO; ESTRUTURAS; ESTRUTURAS
- Language: Inglês
- Imprenta:
- Publisher place: Rio de Janeiro, RJ
- Date published: 2021
- Source:
- Título: Anais
- Conference titles: Congresso ABRISCO
-
ABNT
GOMES, Wellison José de Santana e GARMBIS, Alexandre Galiani e BECK, André Teófilo. Hybrid Monte Carlo FORM approach to determine acceptable defect size for rigid welded risers. 2021, Anais.. Rio de Janeiro, RJ: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2021. Disponível em: https://repositorio.usp.br/directbitstream/2f1e8bce-0def-41b9-b337-827066894bf2/OK___trabalho%2005.pdf. Acesso em: 26 jan. 2026. -
APA
Gomes, W. J. de S., Garmbis, A. G., & Beck, A. T. (2021). Hybrid Monte Carlo FORM approach to determine acceptable defect size for rigid welded risers. In Anais. Rio de Janeiro, RJ: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/2f1e8bce-0def-41b9-b337-827066894bf2/OK___trabalho%2005.pdf -
NLM
Gomes WJ de S, Garmbis AG, Beck AT. Hybrid Monte Carlo FORM approach to determine acceptable defect size for rigid welded risers [Internet]. Anais. 2021 ;[citado 2026 jan. 26 ] Available from: https://repositorio.usp.br/directbitstream/2f1e8bce-0def-41b9-b337-827066894bf2/OK___trabalho%2005.pdf -
Vancouver
Gomes WJ de S, Garmbis AG, Beck AT. Hybrid Monte Carlo FORM approach to determine acceptable defect size for rigid welded risers [Internet]. Anais. 2021 ;[citado 2026 jan. 26 ] Available from: https://repositorio.usp.br/directbitstream/2f1e8bce-0def-41b9-b337-827066894bf2/OK___trabalho%2005.pdf - Reliability analysis of I-section steel columns designed according to new brazilian building codes
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