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Filtros : "Engineering Analysis with Boundary Elements" "2021" Removido: "2004" Limpar

Filtros

Artigo de periodico
Improving stability of moving particle semi-implicit method by source terms based on time-scale correction of particle-level impulses (2021)
Cheng, Liang Yee ; Amaro Junior, Rubens Augusto ; Favero, Eric Henrique
Source: Engineering Analysis with Boundary Elements. Unidade: EP
Subjects: MÉTODOS NUMÉRICOS, PROJEÇÃO, SIMULAÇÃO DE SISTEMAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CHENG, Liang Yee e AMARO JUNIOR, Rubens Augusto e FAVERO, Eric Henrique. Improving stability of moving particle semi-implicit method by source terms based on time-scale correction of particle-level impulses. Engineering Analysis with Boundary Elements, v. 131, p. 118-1451, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2021.06.018. Acesso em: 04 jul. 2025.
APA
Cheng, L. Y., Amaro Junior, R. A., & Favero, E. H. (2021). Improving stability of moving particle semi-implicit method by source terms based on time-scale correction of particle-level impulses. Engineering Analysis with Boundary Elements, 131, 118-1451. doi:10.1016/j.enganabound.2021.06.018
NLM
Cheng LY, Amaro Junior RA, Favero EH. Improving stability of moving particle semi-implicit method by source terms based on time-scale correction of particle-level impulses [Internet]. Engineering Analysis with Boundary Elements. 2021 ; 131 118-1451.[citado 2025 jul. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2021.06.018
Vancouver
Cheng LY, Amaro Junior RA, Favero EH. Improving stability of moving particle semi-implicit method by source terms based on time-scale correction of particle-level impulses [Internet]. Engineering Analysis with Boundary Elements. 2021 ; 131 118-1451.[citado 2025 jul. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2021.06.018
Artigo de periodico
Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems (2021)
Rodrigues Neto, Antonio; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RODRIGUES NETO, Antonio e LEONEL, Edson Denner. Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems. Engineering Analysis with Boundary Elements, v. 123, p. 200-219, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2020.12.002. Acesso em: 04 jul. 2025.
APA
Rodrigues Neto, A., & Leonel, E. D. (2021). Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems. Engineering Analysis with Boundary Elements, 123, 200-219. doi:10.1016/j.enganabound.2020.12.002
NLM
Rodrigues Neto A, Leonel ED. Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems [Internet]. Engineering Analysis with Boundary Elements. 2021 ; 123 200-219.[citado 2025 jul. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002
Vancouver
Rodrigues Neto A, Leonel ED. Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems [Internet]. Engineering Analysis with Boundary Elements. 2021 ; 123 200-219.[citado 2025 jul. 04 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002

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