A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty (2012)
- Authors:
- Autor USP: BECK, ANDRÉ TEÓFILO - EESC
- Unidade: EESC
- DOI: 10.1016/j.probengmech.2011.08.007
- Subjects: ESTRUTURAS (CONFIABILIDADE); ESTRUTURAS (OTIMIZAÇÃO); RISCO (OTIMIZAÇÃO)
- Language: Inglês
- Imprenta:
- Source:
- Título: Probabilistic Engineering Mechanics
- ISSN: 0266-8920
- Volume/Número/Paginação/Ano: v. 28, p. 18-29, Apr. 2012
- Este periódico é de acesso aberto
- Este artigo NÃO é de acesso aberto
-
ABNT
BECK, André Teófilo e GOMES, Wellison José de Santana. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty. Probabilistic Engineering Mechanics, v. 28, p. 18-29, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2011.08.007. Acesso em: 22 jan. 2026. -
APA
Beck, A. T., & Gomes, W. J. de S. (2012). A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty. Probabilistic Engineering Mechanics, 28, 18-29. doi:10.1016/j.probengmech.2011.08.007 -
NLM
Beck AT, Gomes WJ de S. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty [Internet]. Probabilistic Engineering Mechanics. 2012 ; 28 18-29.[citado 2026 jan. 22 ] Available from: https://doi.org/10.1016/j.probengmech.2011.08.007 -
Vancouver
Beck AT, Gomes WJ de S. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty [Internet]. Probabilistic Engineering Mechanics. 2012 ; 28 18-29.[citado 2026 jan. 22 ] Available from: https://doi.org/10.1016/j.probengmech.2011.08.007 - Challenges in finding the design point with highly non-Gaussian bounded random variables
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- Application of Galerkin method to bending of stochastic Kirchhoff plates
- Optimum design of robust compliant mechanisms with uncertainties in output stiffness
- Quantificação de incertezas em Engenharia de Estruturas
- Effect of expected consequences of failure on optimal structural design
- Surrogate modelling techniques in solution of structural reliability problems
- Optimization of non-linear truss considering expected consequences of failure
- Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems
- Design-point excitation for crack propagation under narrow-band random loading
Informações sobre o DOI: 10.1016/j.probengmech.2011.08.007 (Fonte: oaDOI API)
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