Reliability-based design of reinforced concrete pipes to satisfy the TEBT (2023)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; SOUSA, ALEX MICAEL DANTAS DE - EESC
- Unidade: EESC
- DOI: 10.1590/1679-78257510
- Subjects: TUBOS; ESTRUTURAS DE CONCRETO ARMADO; SEGURANÇA ESTRUTURAL; ESTRUTURAS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher place: Recife, PE
- Date published: 2023
- Source:
- Título: Latin American Journal of Solids and Structures
- ISSN: 1679-7825
- Volume/Número/Paginação/Ano: v. 20, n. 7, article e500, p. 1-20, 2023
- 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
SOUSA, Alex Micael Dantas de e PRADO, Lisiane Pereira e EL DEBS, Mounir Khalil. Reliability-based design of reinforced concrete pipes to satisfy the TEBT. Latin American Journal of Solids and Structures, v. 20, n. 7, p. 1-20, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/1679-78257510. Acesso em: 27 dez. 2025. -
APA
Sousa, A. M. D. de, Prado, L. P., & El Debs, M. K. (2023). Reliability-based design of reinforced concrete pipes to satisfy the TEBT. Latin American Journal of Solids and Structures, 20( 7), 1-20. doi:10.1590/1679-78257510 -
NLM
Sousa AMD de, Prado LP, El Debs MK. Reliability-based design of reinforced concrete pipes to satisfy the TEBT [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 7): 1-20.[citado 2025 dez. 27 ] Available from: http://dx.doi.org/10.1590/1679-78257510 -
Vancouver
Sousa AMD de, Prado LP, El Debs MK. Reliability-based design of reinforced concrete pipes to satisfy the TEBT [Internet]. Latin American Journal of Solids and Structures. 2023 ; 20( 7): 1-20.[citado 2025 dez. 27 ] Available from: http://dx.doi.org/10.1590/1679-78257510 - Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal
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- Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions
- Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014
- Extended CSDT model for shear capacity assessments of bridge deck slabs
- One-way shear strength of wide reinforced concrete members without stirrups
- One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation
- 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
- Structural system influence on the shear capacity of wide members without shear reinforcement
Informações sobre o DOI: 10.1590/1679-78257510 (Fonte: oaDOI API)
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