Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures (2015)
- Authors:
- USP affiliated authors: BITTENCOURT, TULIO NOGUEIRA - EP ; BECK, ANDRÉ TEÓFILO - EESC ; PORTELA, ENSON DE LIMA - EP
- Unidades: EP; EESC
- DOI: 10.20906/CPS/CILAMCE2015-0273
- Subjects: ESTRUTURAS DE CONCRETO; DIÓXIDO DE CARBONO
- Language: Inglês
- Imprenta:
- Publisher: PUC-RJ
- Publisher place: Rio de Janeiro, RJ
- Date published: 2015
- Source:
- Título: Proceedings
- Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE
- Este periódico é de assinatura
- Este artigo NÃO é de acesso aberto
- Cor do Acesso Aberto: closed
-
ABNT
PORTELA, Enson de Lima e BITTENCOURT, Túlio Nogueira e BECK, André Teófilo. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures. 2015, Anais.. Rio de Janeiro, RJ: PUC-RJ, 2015. Disponível em: https://doi.org/10.20906/CPS/CILAMCE2015-0273. Acesso em: 04 out. 2024. -
APA
Portela, E. de L., Bittencourt, T. N., & Beck, A. T. (2015). Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures. In Proceedings. Rio de Janeiro, RJ: PUC-RJ. doi:10.20906/CPS/CILAMCE2015-0273 -
NLM
Portela E de L, Bittencourt TN, Beck AT. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures [Internet]. Proceedings. 2015 ;[citado 2024 out. 04 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2015-0273 -
Vancouver
Portela E de L, Bittencourt TN, Beck AT. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures [Internet]. Proceedings. 2015 ;[citado 2024 out. 04 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2015-0273 - Time-dependent probabilistic modeling of corrosion propagation for service life prediction in RC structures
- Analysis and development of a live load model for brazilian concrete bridges based on WIM data
- Bridge analysis, design, assessment, monitoring and management
- Avaliação do nível de segurança à fadiga proporcionado pelas normas brasileiras de projeto em relação à uma ponte rodoviária com longarinas protendidas
- Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs
- Maintenance, monitoring, safety, risk and resilience of bridges and bridge networks
- Fatigue safety level provided by Brazilian design standards for a prestressed girder highway bridge
- Shear failure in reinforced concrete members without transverse reinforcement: analysis of model error of NBR6118:2014
- Confiabilidade de viga biapoiada em concreto armado utilizando dados de weigh in motion
- Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118
Informações sobre o DOI: 10.20906/CPS/CILAMCE2015-0273 (Fonte: oaDOI API)
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
