Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms (2023)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; SOUSA, ALEX MICAEL DANTAS DE - EESC
- Unidade: EESC
- DOI: 10.3390/buildings13020434
- Subjects: ESTRUTURAS; CISALHAMENTO; LAJES
- 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
SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms. Buildings, v. 13, n. 2, p. 1-28, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13020434. Acesso em: 19 abr. 2024. -
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms. Buildings, 13( 2), 1-28. doi:10.3390/buildings13020434 -
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms [Internet]. Buildings. 2023 ; 13( 2): 1-28.[citado 2024 abr. 19 ] Available from: https://doi.org/10.3390/buildings13020434 -
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms [Internet]. Buildings. 2023 ; 13( 2): 1-28.[citado 2024 abr. 19 ] Available from: https://doi.org/10.3390/buildings13020434 - 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
- Extended CSDT model for shear capacity assessments of bridge deck slabs
- Reliability-based design of reinforced concrete pipes to satisfy the TEBT
- Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding
- One-way slabs in transition between one-way shear and punching : experiments and recent insights for evaluation
- One-way shear strength of wide reinforced concrete members without stirrups
- Transition between shear and punching in RC slabs: review and predictions with ACI code expressions
Informações sobre o DOI: 10.3390/buildings13020434 (Fonte: oaDOI API)
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|---|---|---|---|
 | buildings-13-00434-v2.pdf | Direct link |
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