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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: 03 ago. 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 ago. 03 ] 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 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002
Artigo de periodico
A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads (2019)
Luamba, Endi Samba; Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, ESTACAS, ESTRUTURAS
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ABNT
LUAMBA, Endi Samba e PAIVA, João Batista de. A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads. Engineering Analysis with Boundary Elements, v. 103, n. Ju 2019, p. 66-79, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2019.02.009. Acesso em: 03 ago. 2025.
APA
Luamba, E. S., & Paiva, J. B. de. (2019). A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads. Engineering Analysis with Boundary Elements, 103( Ju 2019), 66-79. doi:10.1016/j.enganabound.2019.02.009
NLM
Luamba ES, Paiva JB de. A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 103( Ju 2019): 66-79.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2019.02.009
Vancouver
Luamba ES, Paiva JB de. A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 103( Ju 2019): 66-79.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2019.02.009
Artigo de periodico
A BEM/FEM formulation for the analysis of piles submitted to horizontal loads (2017)
Luamba, Endi Samba; Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
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ABNT
LUAMBA, Endi Samba e PAIVA, João Batista de. A BEM/FEM formulation for the analysis of piles submitted to horizontal loads. Engineering Analysis with Boundary Elements, v. 81, p. 12-20, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2017.05.004. Acesso em: 03 ago. 2025.
APA
Luamba, E. S., & Paiva, J. B. de. (2017). A BEM/FEM formulation for the analysis of piles submitted to horizontal loads. Engineering Analysis with Boundary Elements, 81, 12-20. doi:10.1016/j.enganabound.2017.05.004
NLM
Luamba ES, Paiva JB de. A BEM/FEM formulation for the analysis of piles submitted to horizontal loads [Internet]. Engineering Analysis with Boundary Elements. 2017 ; 81 12-20.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2017.05.004
Vancouver
Luamba ES, Paiva JB de. A BEM/FEM formulation for the analysis of piles submitted to horizontal loads [Internet]. Engineering Analysis with Boundary Elements. 2017 ; 81 12-20.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2017.05.004
Artigo de periodico
An alternative BE-FE formulation for a raft resting on a finite soil layer (2015)
Ribeiro, Dimas Betioli; Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
RIBEIRO, Dimas Betioli e PAIVA, João Batista de. An alternative BE-FE formulation for a raft resting on a finite soil layer. Engineering Analysis with Boundary Elements, v. 50, n. Ja 2015, p. 352-359, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2014.09.016. Acesso em: 03 ago. 2025.
APA
Ribeiro, D. B., & Paiva, J. B. de. (2015). An alternative BE-FE formulation for a raft resting on a finite soil layer. Engineering Analysis with Boundary Elements, 50( Ja 2015), 352-359. doi:10.1016/j.enganabound.2014.09.016
NLM
Ribeiro DB, Paiva JB de. An alternative BE-FE formulation for a raft resting on a finite soil layer [Internet]. Engineering Analysis with Boundary Elements. 2015 ; 50( Ja 2015): 352-359.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2014.09.016
Vancouver
Ribeiro DB, Paiva JB de. An alternative BE-FE formulation for a raft resting on a finite soil layer [Internet]. Engineering Analysis with Boundary Elements. 2015 ; 50( Ja 2015): 352-359.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2014.09.016
Artigo de periodico
A new BE formulation coupled to the FEM for simulating vertical pile groups (2014)
Ribeiro, Dimas Betioli; Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidades: EP, EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, ESTACAS
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ABNT
RIBEIRO, Dimas Betioli e PAIVA, João Batista de. A new BE formulation coupled to the FEM for simulating vertical pile groups. Engineering Analysis with Boundary Elements, v. 41, p. 1-9, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2014.01.007. Acesso em: 03 ago. 2025.
APA
Ribeiro, D. B., & Paiva, J. B. de. (2014). A new BE formulation coupled to the FEM for simulating vertical pile groups. Engineering Analysis with Boundary Elements, 41, 1-9. doi:10.1016/j.enganabound.2014.01.007
NLM
Ribeiro DB, Paiva JB de. A new BE formulation coupled to the FEM for simulating vertical pile groups [Internet]. Engineering Analysis with Boundary Elements. 2014 ; 41 1-9.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.007
Vancouver
Ribeiro DB, Paiva JB de. A new BE formulation coupled to the FEM for simulating vertical pile groups [Internet]. Engineering Analysis with Boundary Elements. 2014 ; 41 1-9.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.007
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: 03 ago. 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 ago. 03 ] 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 ago. 03 ] 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: 03 ago. 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 ago. 03 ] 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 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2010.06.014
Artigo de periodico
An extended BEM formulation for plates reinforced by rectangular beams (2009)
Waidemam, Leandro; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS
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ABNT
WAIDEMAM, Leandro e VENTURINI, Wilson Sérgio. An extended BEM formulation for plates reinforced by rectangular beams. Engineering Analysis with Boundary Elements, v. 33, n. 7, p. 983-992, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.12.006. Acesso em: 03 ago. 2025.
APA
Waidemam, L., & Venturini, W. S. (2009). An extended BEM formulation for plates reinforced by rectangular beams. Engineering Analysis with Boundary Elements, 33( 7), 983-992. doi:10.1016/j.enganabound.2008.12.006
NLM
Waidemam L, Venturini WS. An extended BEM formulation for plates reinforced by rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 7): 983-992.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2008.12.006
Vancouver
Waidemam L, Venturini WS. An extended BEM formulation for plates reinforced by rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 7): 983-992.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2008.12.006
Artigo de periodico
Analysis of stiffened plates by the boundary element method (2008)
Wutzow, Wilson Wesley; Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
WUTZOW, Wilson Wesley e PAIVA, João Batista de. Analysis of stiffened plates by the boundary element method. Engineering Analysis with Boundary Elements, v. 32, n. Ja 2008, p. 1-10, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2007.06.005. Acesso em: 03 ago. 2025.
APA
Wutzow, W. W., & Paiva, J. B. de. (2008). Analysis of stiffened plates by the boundary element method. Engineering Analysis with Boundary Elements, 32( Ja 2008), 1-10. doi:10.1016/j.enganabound.2007.06.005
NLM
Wutzow WW, Paiva JB de. Analysis of stiffened plates by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2008 ; 32( Ja 2008): 1-10.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2007.06.005
Vancouver
Wutzow WW, Paiva JB de. Analysis of stiffened plates by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2008 ; 32( Ja 2008): 1-10.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2007.06.005
Artigo de periodico
Static boundary element analysis of piles submitted to horizontal and vertical loads (2005)
Matos Filho, Rubens Fernandes de; Mendonça, Ângelo Vieira; Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO
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ABNT
MATOS FILHO, Rubens Fernandes de e MENDONÇA, Ângelo Vieira e PAIVA, João Batista de. Static boundary element analysis of piles submitted to horizontal and vertical loads. Engineering Analysis with Boundary Elements, v. 29, n. 3, p. 195-203, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2004.10.003. Acesso em: 03 ago. 2025.
APA
Matos Filho, R. F. de, Mendonça, Â. V., & Paiva, J. B. de. (2005). Static boundary element analysis of piles submitted to horizontal and vertical loads. Engineering Analysis with Boundary Elements, 29( 3), 195-203. doi:10.1016/j.enganabound.2004.10.003
NLM
Matos Filho RF de, Mendonça ÂV, Paiva JB de. Static boundary element analysis of piles submitted to horizontal and vertical loads [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 3): 195-203.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2004.10.003
Vancouver
Matos Filho RF de, Mendonça ÂV, Paiva JB de. Static boundary element analysis of piles submitted to horizontal and vertical loads [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 3): 195-203.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/j.enganabound.2004.10.003
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: 03 ago. 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 ago. 03 ] 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 ago. 03 ] Available from: https://doi.org/10.1016/s0955-7997(02)00138-8
Artigo de periodico
An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation (2003)
Mendonça, Ângelo Vieira; Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, FUNDAÇÕES (ENGENHARIA)
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ABNT
MENDONÇA, Ângelo Vieira e PAIVA, João Batista de. An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation. Engineering Analysis with Boundary Elements, v. 27, n. 9, p. 919-933, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(03)00061-4. Acesso em: 03 ago. 2025.
APA
Mendonça, Â. V., & Paiva, J. B. de. (2003). An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation. Engineering Analysis with Boundary Elements, 27( 9), 919-933. doi:10.1016/s0955-7997(03)00061-4
NLM
Mendonça ÂV, Paiva JB de. An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 919-933.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/s0955-7997(03)00061-4
Vancouver
Mendonça ÂV, Paiva JB de. An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 919-933.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/s0955-7997(03)00061-4
Artigo de periodico
Dynamic non-linear stress analysis by the mass matrix BEM (2000)
Coda, Humberto Breves ; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, EQUAÇÕES INTEGRAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CODA, Humberto Breves e VENTURINI, Wilson Sérgio. Dynamic non-linear stress analysis by the mass matrix BEM. Engineering Analysis with Boundary Elements, v. 24, n. 9, p. 623-632, 2000Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(00)00047-3. Acesso em: 03 ago. 2025.
APA
Coda, H. B., & Venturini, W. S. (2000). Dynamic non-linear stress analysis by the mass matrix BEM. Engineering Analysis with Boundary Elements, 24( 9), 623-632. doi:10.1016/s0955-7997(00)00047-3
NLM
Coda HB, Venturini WS. Dynamic non-linear stress analysis by the mass matrix BEM [Internet]. Engineering Analysis with Boundary Elements. 2000 ; 24( 9): 623-632.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/s0955-7997(00)00047-3
Vancouver
Coda HB, Venturini WS. Dynamic non-linear stress analysis by the mass matrix BEM [Internet]. Engineering Analysis with Boundary Elements. 2000 ; 24( 9): 623-632.[citado 2025 ago. 03 ] Available from: https://doi.org/10.1016/s0955-7997(00)00047-3

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