NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level (2023)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; REGINATO, LUAN - EESC ; SOUSA, ALEX MICAEL DANTAS DE - EESC ; SANTOS, JOÃO VITOR CALDAS - EESC
- Unidade: EESC
- DOI: 10.3390/buildings13071874
- Subjects: CONCRETO ARMADO; MÉTODO DOS ELEMENTOS FINITOS; ANÁLISE NÃO LINEAR DE ESTRUTURAS; ESTRUTURAS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher: MDPI
- Publisher place: Basel, Switzerland
- Date published: 2023
- Source:
- Este periódico é de acesso aberto
- Este artigo é de acesso aberto
- URL de acesso aberto
- Cor do Acesso Aberto: gold
- Licença: cc-by
-
ABNT
REGINATO, Luan et al. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level. Buildings, v. 13, n. 7, p. 1-33, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13071874. Acesso em: 30 dez. 2025. -
APA
Reginato, L., Sousa, A. M. D. de, Santos, J. V. C., & El Debs, M. K. (2023). NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level. Buildings, 13( 7), 1-33. doi:10.3390/buildings13071874 -
NLM
Reginato L, Sousa AMD de, Santos JVC, El Debs MK. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level [Internet]. Buildings. 2023 ; 13( 7): 1-33.[citado 2025 dez. 30 ] Available from: https://doi.org/10.3390/buildings13071874 -
Vancouver
Reginato L, Sousa AMD de, Santos JVC, El Debs MK. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level [Internet]. Buildings. 2023 ; 13( 7): 1-33.[citado 2025 dez. 30 ] Available from: https://doi.org/10.3390/buildings13071874 - Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal
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- Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms
- Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding
- One-way shear strength of wide reinforced concrete members without stirrups
Informações sobre o DOI: 10.3390/buildings13071874 (Fonte: oaDOI API)
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