Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal (2018)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; SOUSA, ALEX MICAEL DANTAS DE - EESC
- Unidade: EESC
- Subjects: CONCRETO ARMADO; CISALHAMENTO; ESTRUTURAS
- Language: Português
- Imprenta:
- Publisher place: Rio de Janeiro, RJ
- Date published: 2018
- Conference titles: Congresso Brasileiro de Pontes e Estruturas
-
ABNT
SOUSA, Alex Micael Dantas de e EL DEBS, Mounir Khalil. Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal. 2018, Anais.. Rio de Janeiro, RJ: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2018. Disponível em: https://repositorio.usp.br/directbitstream/f58d4ff8-9123-4f14-bec2-fde98061c97c/OK___%5BTrab%20ev%5D%20Sousa_Modelos%20de%20Resist%C3%AAncia%20ao%20Cisalhamento.pdf. Acesso em: 27 dez. 2025. -
APA
Sousa, A. M. D. de, & El Debs, M. K. (2018). Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal. In . Rio de Janeiro, RJ: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/f58d4ff8-9123-4f14-bec2-fde98061c97c/OK___%5BTrab%20ev%5D%20Sousa_Modelos%20de%20Resist%C3%AAncia%20ao%20Cisalhamento.pdf -
NLM
Sousa AMD de, El Debs MK. Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal [Internet]. 2018 ;[citado 2025 dez. 27 ] Available from: https://repositorio.usp.br/directbitstream/f58d4ff8-9123-4f14-bec2-fde98061c97c/OK___%5BTrab%20ev%5D%20Sousa_Modelos%20de%20Resist%C3%AAncia%20ao%20Cisalhamento.pdf -
Vancouver
Sousa AMD de, El Debs MK. Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal [Internet]. 2018 ;[citado 2025 dez. 27 ] Available from: https://repositorio.usp.br/directbitstream/f58d4ff8-9123-4f14-bec2-fde98061c97c/OK___%5BTrab%20ev%5D%20Sousa_Modelos%20de%20Resist%C3%AAncia%20ao%20Cisalhamento.pdf - 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
- 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
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