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Artigo de periodico
Fatigue growth modelling of three-dimensional cracks with the extended isogeometric boundary element method (2025)
Rocha, Matheus ; Trevelyan, John ; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
ROCHA, Matheus e TREVELYAN, John e LEONEL, Edson Denner. Fatigue growth modelling of three-dimensional cracks with the extended isogeometric boundary element method. Engineering Analysis with Boundary Elements, v. 177, p. 1-24, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.enganabound.2025.106263. Acesso em: 28 nov. 2025.
APA
Rocha, M., Trevelyan, J., & Leonel, E. D. (2025). Fatigue growth modelling of three-dimensional cracks with the extended isogeometric boundary element method. Engineering Analysis with Boundary Elements, 177, 1-24. doi:10.1016/j.enganabound.2025.106263
NLM
Rocha M, Trevelyan J, Leonel ED. Fatigue growth modelling of three-dimensional cracks with the extended isogeometric boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2025 ; 177 1-24.[citado 2025 nov. 28 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2025.106263
Vancouver
Rocha M, Trevelyan J, Leonel ED. Fatigue growth modelling of three-dimensional cracks with the extended isogeometric boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2025 ; 177 1-24.[citado 2025 nov. 28 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2025.106263
Artigo de periodico
Machine learning applied to estate pricing for residential rentals in dynamic urban markets: the case of São Paulo city (2024)
Maia, Wesley Ferreira ; David, Sérgio Adriani
Source: Engineering Analysis with Boundary Elements. Unidades: FZEA, ICMC
Subjects: APRENDIZADO COMPUTACIONAL, PROCESSAMENTO DE LINGUAGEM NATURAL, SISTEMA DE INFORMAÇÃO GEOGRÁFICA, REGRESSÃO LINEAR, ALUGUEL
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ABNT
MAIA, Wesley Ferreira e DAVID, Sérgio Adriani. Machine learning applied to estate pricing for residential rentals in dynamic urban markets: the case of São Paulo city. Engineering Analysis with Boundary Elements, v. 169, p. 1-12, 2024Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2024.105988. Acesso em: 28 nov. 2025.
APA
Maia, W. F., & David, S. A. (2024). Machine learning applied to estate pricing for residential rentals in dynamic urban markets: the case of São Paulo city. Engineering Analysis with Boundary Elements, 169, 1-12. doi:10.1016/j.enganabound.2024.105988
NLM
Maia WF, David SA. Machine learning applied to estate pricing for residential rentals in dynamic urban markets: the case of São Paulo city [Internet]. Engineering Analysis with Boundary Elements. 2024 ; 169 1-12.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2024.105988
Vancouver
Maia WF, David SA. Machine learning applied to estate pricing for residential rentals in dynamic urban markets: the case of São Paulo city [Internet]. Engineering Analysis with Boundary Elements. 2024 ; 169 1-12.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2024.105988
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
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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: 28 nov. 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 nov. 28 ] 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 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002
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
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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: 28 nov. 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 nov. 28 ] 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 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2021.06.018
Artigo de periodico
Vibration soil isolation analysis based on a 3-D frequency domain Direct Boundary Element implementation: GPGPU acceleration (2019)
Belinassi, Giuliano; Goldman, Alfredo ; Gubitoso, Marco Dimas ; Carrion, Ronaldo
Source: Engineering Analysis with Boundary Elements. Unidades: IME, EP
Subjects: COMPUTAÇÃO GRÁFICA, PROCESSAMENTO ELETRÔNICO DE DADOS
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ABNT
BELINASSI, Giuliano et al. Vibration soil isolation analysis based on a 3-D frequency domain Direct Boundary Element implementation: GPGPU acceleration. Engineering Analysis with Boundary Elements, v. 105, p. 178-187, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2019.03.037. Acesso em: 28 nov. 2025.
APA
Belinassi, G., Goldman, A., Gubitoso, M. D., & Carrion, R. (2019). Vibration soil isolation analysis based on a 3-D frequency domain Direct Boundary Element implementation: GPGPU acceleration. Engineering Analysis with Boundary Elements, 105, 178-187. doi:10.1016/j.enganabound.2019.03.037
NLM
Belinassi G, Goldman A, Gubitoso MD, Carrion R. Vibration soil isolation analysis based on a 3-D frequency domain Direct Boundary Element implementation: GPGPU acceleration [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 105 178-187.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2019.03.037
Vancouver
Belinassi G, Goldman A, Gubitoso MD, Carrion R. Vibration soil isolation analysis based on a 3-D frequency domain Direct Boundary Element implementation: GPGPU acceleration [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 105 178-187.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2019.03.037
Artigo de periodico
A new infinite boundary element formulation combined to an alternative multi-region technique (2013)
Ribeiro, Dimas Betioli; Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidades: EP, EESC
Assunto: MÉTODO DOS ELEMENTOS FINITOS
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ABNT
RIBEIRO, Dimas Betioli e PAIVA, João Batista de. A new infinite boundary element formulation combined to an alternative multi-region technique. Engineering Analysis with Boundary Elements, v. 37, n. 5, p. 818-824, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2013.02.007. Acesso em: 28 nov. 2025.
APA
Ribeiro, D. B., & Paiva, J. B. de. (2013). A new infinite boundary element formulation combined to an alternative multi-region technique. Engineering Analysis with Boundary Elements, 37( 5), 818-824. doi:10.1016/j.enganabound.2013.02.007
NLM
Ribeiro DB, Paiva JB de. A new infinite boundary element formulation combined to an alternative multi-region technique [Internet]. Engineering Analysis with Boundary Elements. 2013 ; 37( 5): 818-824.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2013.02.007
Vancouver
Ribeiro DB, Paiva JB de. A new infinite boundary element formulation combined to an alternative multi-region technique [Internet]. Engineering Analysis with Boundary Elements. 2013 ; 37( 5): 818-824.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2013.02.007
Artigo de periodico
Dual boundary element formulation applied to analysis of multi-fractured domains (2010)
Leonel, Edson Denner ; Venturini, Wilson Sergio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MECÂNICA DA FRATURA
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ABNT
LEONEL, Edson Denner e VENTURINI, Wilson Sergio. Dual boundary element formulation applied to analysis of multi-fractured domains. Engineering Analysis with Boundary Elements, v. 34, n. 12, p. 1092-1099, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2010.06.014. Acesso em: 28 nov. 2025.
APA
Leonel, E. D., & Venturini, W. S. (2010). Dual boundary element formulation applied to analysis of multi-fractured domains. Engineering Analysis with Boundary Elements, 34( 12), 1092-1099. doi:10.1016/j.enganabound.2010.06.014
NLM
Leonel ED, Venturini WS. Dual boundary element formulation applied to analysis of multi-fractured domains [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 12): 1092-1099.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2010.06.014
Vancouver
Leonel ED, Venturini WS. Dual boundary element formulation applied to analysis of multi-fractured domains [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 12): 1092-1099.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2010.06.014
Artigo de periodico
BEM formulation for reinforced plates (2009)
Waidemam, Leandro; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO (FORMULAÇÃO), PLACAS
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ABNT
WAIDEMAM, Leandro e VENTURINI, Wilson Sérgio. BEM formulation for reinforced plates. Engineering Analysis with Boundary Elements, v. 33, n. 6, p. 830-836, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.11.005. Acesso em: 28 nov. 2025.
APA
Waidemam, L., & Venturini, W. S. (2009). BEM formulation for reinforced plates. Engineering Analysis with Boundary Elements, 33( 6), 830-836. doi:10.1016/j.enganabound.2008.11.005
NLM
Waidemam L, Venturini WS. BEM formulation for reinforced plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 6): 830-836.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2008.11.005
Vancouver
Waidemam L, Venturini WS. BEM formulation for reinforced plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 6): 830-836.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2008.11.005
Artigo de periodico
A mixed BEM-FEM formulation for layered soil-superstructure interaction (2004)
Almeida, Valério da Silva ; Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MECÂNICA DO DANO, EQUAÇÕES LINEARES, INTERAÇÃO SOLO-ESTRUTURA
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ABNT
ALMEIDA, Valério da Silva e PAIVA, João Batista de. A mixed BEM-FEM formulation for layered soil-superstructure interaction. Engineering Analysis with Boundary Elements, v. 28, n. 9, p. 1111-1121, 2004Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2004.03.002. Acesso em: 28 nov. 2025.
APA
Almeida, V. da S., & Paiva, J. B. de. (2004). A mixed BEM-FEM formulation for layered soil-superstructure interaction. Engineering Analysis with Boundary Elements, 28( 9), 1111-1121. doi:10.1016/j.enganabound.2004.03.002
NLM
Almeida V da S, Paiva JB de. A mixed BEM-FEM formulation for layered soil-superstructure interaction [Internet]. Engineering Analysis with Boundary Elements. 2004 ; 28( 9): 1111-1121.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2004.03.002
Vancouver
Almeida V da S, Paiva JB de. A mixed BEM-FEM formulation for layered soil-superstructure interaction [Internet]. Engineering Analysis with Boundary Elements. 2004 ; 28( 9): 1111-1121.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2004.03.002
Artigo de periodico
Two-dimensional solids reinforced by thin bars using the boundary element method (2003)
Leite, Luciano Gobo Saraiva; Coda, Humberto Breves ; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ANÁLISE NUMÉRICA
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ABNT
LEITE, Luciano Gobo Saraiva e CODA, Humberto Breves e VENTURINI, Wilson Sérgio. Two-dimensional solids reinforced by thin bars using the boundary element method. Engineering Analysis with Boundary Elements, v. 27, n. 3, p. 193-201, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(02)00138-8. Acesso em: 28 nov. 2025.
APA
Leite, L. G. S., Coda, H. B., & Venturini, W. S. (2003). Two-dimensional solids reinforced by thin bars using the boundary element method. Engineering Analysis with Boundary Elements, 27( 3), 193-201. doi:10.1016/s0955-7997(02)00138-8
NLM
Leite LGS, Coda HB, Venturini WS. Two-dimensional solids reinforced by thin bars using the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 3): 193-201.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/s0955-7997(02)00138-8
Vancouver
Leite LGS, Coda HB, Venturini WS. Two-dimensional solids reinforced by thin bars using the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 3): 193-201.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/s0955-7997(02)00138-8
Artigo de periodico
Plate bending boundary element formulation considering variable thickness (1999)
Chaves, E. W. V.; Fernandes, G. R.; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODOS NUMÉRICOS, ANÁLISE NÃO LINEAR DE ESTRUTURAS
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ABNT
CHAVES, E. W. V. e FERNANDES, G. R. e VENTURINI, Wilson Sérgio. Plate bending boundary element formulation considering variable thickness. Engineering Analysis with Boundary Elements, v. 23, n. 5-6, p. 405-418, 1999Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(98)00097-6. Acesso em: 28 nov. 2025.
APA
Chaves, E. W. V., Fernandes, G. R., & Venturini, W. S. (1999). Plate bending boundary element formulation considering variable thickness. Engineering Analysis with Boundary Elements, 23( 5-6), 405-418. doi:10.1016/s0955-7997(98)00097-6
NLM
Chaves EWV, Fernandes GR, Venturini WS. Plate bending boundary element formulation considering variable thickness [Internet]. Engineering Analysis with Boundary Elements. 1999 ; 23( 5-6): 405-418.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/s0955-7997(98)00097-6
Vancouver
Chaves EWV, Fernandes GR, Venturini WS. Plate bending boundary element formulation considering variable thickness [Internet]. Engineering Analysis with Boundary Elements. 1999 ; 23( 5-6): 405-418.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/s0955-7997(98)00097-6

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