Probabilistic failure modelling of reinforced concrete structures subjected to chloride penetration (2012)
- Authors:
- USP affiliated authors: LEONEL, EDSON DENNER - EESC ; CODA, HUMBERTO BREVES - EESC
- Unidade: EESC
- DOI: 10.1186/2008-6695-4-10
- Subjects: ALGORITMOS (CONFIABILIDADE); CONCRETO ARMADO; COBERTURAS
- Language: Inglês
- Imprenta:
- Source:
- Título do periódico: International Journal of Advanced Structural Engineering
- ISSN: 2008-3556
- Volume/Número/Paginação/Ano: v. 4, n. 10, p. 1-14, 2012
- Este periódico é de assinatura
- Este artigo é de acesso aberto
- URL de acesso aberto
- Cor do Acesso Aberto: bronze
-
ABNT
NOGUEIRA, Caio Gorla e LEONEL, Edson Denner e CODA, Humberto Breves. Probabilistic failure modelling of reinforced concrete structures subjected to chloride penetration. International Journal of Advanced Structural Engineering, v. 4, n. 10, p. 1-14, 2012Tradução . . Disponível em: https://doi.org/10.1186/2008-6695-4-10. Acesso em: 24 abr. 2024. -
APA
Nogueira, C. G., Leonel, E. D., & Coda, H. B. (2012). Probabilistic failure modelling of reinforced concrete structures subjected to chloride penetration. International Journal of Advanced Structural Engineering, 4( 10), 1-14. doi:10.1186/2008-6695-4-10 -
NLM
Nogueira CG, Leonel ED, Coda HB. Probabilistic failure modelling of reinforced concrete structures subjected to chloride penetration [Internet]. International Journal of Advanced Structural Engineering. 2012 ; 4( 10): 1-14.[citado 2024 abr. 24 ] Available from: https://doi.org/10.1186/2008-6695-4-10 -
Vancouver
Nogueira CG, Leonel ED, Coda HB. Probabilistic failure modelling of reinforced concrete structures subjected to chloride penetration [Internet]. International Journal of Advanced Structural Engineering. 2012 ; 4( 10): 1-14.[citado 2024 abr. 24 ] Available from: https://doi.org/10.1186/2008-6695-4-10 - Probabilistic simulation of corrosion time initiation using fick's diffusion law and reliability algorithms
- Corrosion time initiation modelling considering uncertainties
- Reliability algorithms applied to reinforced concrete structures durability assessment
- A nonlinear approach of reliability-based design optimization with safety factors calibration applied to reinforced concrete beams
- Reliability approaches applied to safety assessment analysis of reinforced concrete structures
- Um software interativo para a determinação de propriedades geométricas de figuras planas utilizando integrais de contorno
- Avaliação estatística de erro de modelos de resistência à punção de lajes lisas de concreto armado
- Cohesive crack propagation analysis using a non-linear boundary element formulation
- A dipole stress based formulation applied to crack growth in quasi-brittle materials
- Multi-region boundary element method and tangent operator technique applied to crack propagation modelling in concrete structures
Informações sobre o DOI: 10.1186/2008-6695-4-10 (Fonte: oaDOI API)
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas