About the numerical non-linear modelling of steel fiber reinforced concrete structures (2010)
- Authors:
- USP affiliated authors: PACCOLA, RODRIGO RIBEIRO - EESC ; CODA, HUMBERTO BREVES - EESC
- Unidade: EESC
- Subjects: MÉTODO DOS ELEMENTOS FINITOS; ESTRUTURAS DE CONCRETO ARMADO
- Language: Inglês
- Imprenta:
- Publisher: Civil-Comp Press
- Publisher place: Stirlingshire
- Date published: 2010
- ISBN: 9781905088379
- Source:
- Título: Civil-Comp Proceedings 93
- Conference titles: International Conference on Computational Structures Technology
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ABNT
VANALLI, Leandro et al. About the numerical non-linear modelling of steel fiber reinforced concrete structures. 2010, Anais.. Stirlingshire: Civil-Comp Press, 2010. . Acesso em: 23 jan. 2026. -
APA
Vanalli, L., Scoaris, M. R., Araújo, D. de L., Paccola, R. R., & Coda, H. B. (2010). About the numerical non-linear modelling of steel fiber reinforced concrete structures. In Civil-Comp Proceedings 93. Stirlingshire: Civil-Comp Press. -
NLM
Vanalli L, Scoaris MR, Araújo D de L, Paccola RR, Coda HB. About the numerical non-linear modelling of steel fiber reinforced concrete structures. Civil-Comp Proceedings 93. 2010 ;[citado 2026 jan. 23 ] -
Vancouver
Vanalli L, Scoaris MR, Araújo D de L, Paccola RR, Coda HB. About the numerical non-linear modelling of steel fiber reinforced concrete structures. Civil-Comp Proceedings 93. 2010 ;[citado 2026 jan. 23 ] - Elastoplastic analysis of reinforced concrete structures by a specific FEM formulation
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- A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames
- Elemento finito para a análise não linear geométrica de laminados reforçados com fibras
- Non-linear dynamics of reinforced laminated plates and shells considering a consistent mass matrix for fibers
- Formulação de elemento finito posicional para modelagem numérica de vigas constituídas por compósitos laminados
- The influence of the distribution of fibers in the mechanical behavior of muscles
- Studies of cases in power systems by sensitivity analysis oriented by OPF
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