Extended CSDT model for shear capacity assessments of bridge deck slabs (2021)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; SOUSA, ALEX MICAEL DANTAS DE - EESC
- Unidade: EESC
- DOI: 10.1016/j.engstruct.2021.111897
- Subjects: BANCO DE DADOS; CONCRETO ARMADO; CISALHAMENTO; ENGENHARIA HIDRÁULICA
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher place: London, United Kingdom
- Date published: 2021
- Source:
- Título: Engineering Structures
- ISSN: 0141-0296
- Volume/Número/Paginação/Ano: v. 234, article 111897, p. 1-16, 2021
- Este periódico é de acesso aberto
- Este artigo NÃO é de acesso aberto
-
ABNT
SOUSA, Alex Micael Dantas de et al. Extended CSDT model for shear capacity assessments of bridge deck slabs. Engineering Structures, v. 234, p. 1-16, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.111897. Acesso em: 14 fev. 2026. -
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Yuguang, Y., & El Debs, M. K. (2021). Extended CSDT model for shear capacity assessments of bridge deck slabs. Engineering Structures, 234, 1-16. doi:10.1016/j.engstruct.2021.111897 -
NLM
Sousa AMD de, Lantsoght EOL, Yuguang Y, El Debs MK. Extended CSDT model for shear capacity assessments of bridge deck slabs [Internet]. Engineering Structures. 2021 ; 234 1-16.[citado 2026 fev. 14 ] Available from: https://doi.org/10.1016/j.engstruct.2021.111897 -
Vancouver
Sousa AMD de, Lantsoght EOL, Yuguang Y, El Debs MK. Extended CSDT model for shear capacity assessments of bridge deck slabs [Internet]. Engineering Structures. 2021 ; 234 1-16.[citado 2026 fev. 14 ] Available from: https://doi.org/10.1016/j.engstruct.2021.111897 - Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014
- Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding
- NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling
- Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads
- Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms
- Transition between shear and punching in RC slabs: review and predictions with ACI code expressions
- One-way shear strength of wide reinforced concrete members without stirrups
- Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal
- Reliability-based design of reinforced concrete pipes to satisfy the TEBT
- Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014
Informações sobre o DOI: 10.1016/j.engstruct.2021.111897 (Fonte: oaDOI API)
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