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 assinatura
- Este artigo é de acesso aberto
- URL de acesso aberto
- Cor do Acesso Aberto: green
- Licença: cc-by-nc-nd
-
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: 27 dez. 2025. -
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 2025 dez. 27 ] 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 2025 dez. 27 ] Available from: https://doi.org/10.1016/j.engstruct.2021.111897 - Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal
- Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014
- 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
- Reliability-based design of reinforced concrete pipes to satisfy the TEBT
- 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: 10.1016/j.engstruct.2021.111897 (Fonte: oaDOI API)
Download do texto completo
| Tipo | Nome | Link | |
|---|---|---|---|
 |
Extended CSDT model for s... | Direct link |
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
