One-way shear strength of wide reinforced concrete members without stirrups (2021)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; SOUSA, ALEX MICAEL DANTAS DE - EESC
- Unidade: EESC
- DOI: 10.1002/suco.202000034
- Subjects: CISALHAMENTO; CONCRETO ARMADO; ESTRUTURAS
- Language: Inglês
- Imprenta:
- Publisher: Wiley
- Publisher place: Oxford, United Kingdom
- Date published: 2021
- Source:
- Título do periódico: Structural Concrete
- ISSN: 1464-4177
- Volume/Número/Paginação/Ano: v. 22, n. 2, p. 968-992, Apr. 2021
- Este periódico é de assinatura
- Este artigo é de acesso aberto
- URL de acesso aberto
- Cor do Acesso Aberto: green
- Licença: other-oa
-
ABNT
SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva O. L e EL DEBS, Mounir Khalil. One-way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, v. 22, n. 2, p. 968-992, 2021Tradução . . Disponível em: https://doi.org/10.1002/suco.202000034. Acesso em: 03 maio 2024. -
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2021). One-way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, 22( 2), 968-992. doi:10.1002/suco.202000034 -
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2021 ; 22( 2): 968-992.[citado 2024 maio 03 ] Available from: https://doi.org/10.1002/suco.202000034 -
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2021 ; 22( 2): 968-992.[citado 2024 maio 03 ] Available from: https://doi.org/10.1002/suco.202000034 - Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal
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Informações sobre o DOI: 10.1002/suco.202000034 (Fonte: oaDOI API)
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