Structural optimization of hyperstatic reinforced concrete beams considering the system reliability (2019)
- Authors:
- USP affiliated authors: BECK, ANDRÉ TEÓFILO - EESC ; RIBEIRO, LUCAS DA ROSA - EESC
- Unidade: EESC
- Assunto: ESTRUTURAS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher: ABMEC
- Publisher place: Belo Horizonte, MG
- Date published: 2019
- Source:
- Título: Proceedings
- Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE
-
ABNT
RIBEIRO, Lucas da Rosa e BECK, André Teófilo. Structural optimization of hyperstatic reinforced concrete beams considering the system reliability. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf. Acesso em: 03 jan. 2026. -
APA
Ribeiro, L. da R., & Beck, A. T. (2019). Structural optimization of hyperstatic reinforced concrete beams considering the system reliability. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf -
NLM
Ribeiro L da R, Beck AT. Structural optimization of hyperstatic reinforced concrete beams considering the system reliability [Internet]. Proceedings. 2019 ;[citado 2026 jan. 03 ] Available from: https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf -
Vancouver
Ribeiro L da R, Beck AT. Structural optimization of hyperstatic reinforced concrete beams considering the system reliability [Internet]. Proceedings. 2019 ;[citado 2026 jan. 03 ] Available from: https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf - Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames
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- Otimização de estruturas reticuladas em concreto armado considerando incertezas e riscos
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