One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation (2024)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; SOUSA, ALEX MICAEL DANTAS DE - EESC
- Unidade: EESC
- DOI: 10.14455/ISEC.2024.11(1).STR-10
- Subjects: LAJES; CONCRETO ARMADO; CISALHAMENTO; ESTRUTURAS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher place: Fargo, ND, USA
- Date published: 2024
- Source:
- Título: Proceedings
- Conference titles: International Structural Engineering and Construction
- Este periódico é de assinatura
- Este artigo NÃO é de acesso aberto
- Cor do Acesso Aberto: closed
-
ABNT
SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. 2024, Anais.. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2024. Disponível em: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10. Acesso em: 27 dez. 2025. -
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2024). One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. In Proceedings. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.14455/ISEC.2024.11(1).STR-10 -
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2025 dez. 27 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10 -
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2025 dez. 27 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10 - 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
- One-way shear strength of wide reinforced concrete members without stirrups
- 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: 10.14455/ISEC.2024.11(1).STR-10 (Fonte: oaDOI API)
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