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Artigo de periodico
BEM applied to damage models emphasizing localization and associated regularization techniques (2005)
Botta, Alexandre Sampaio; Venturini, Wilson Sérgio; Benallal, Ahmed
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DO DANO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BOTTA, Alexandre Sampaio e VENTURINI, Wilson Sérgio e BENALLAL, Ahmed. BEM applied to damage models emphasizing localization and associated regularization techniques. Engineering Analysis with Boundary Elements, v. 29, n. 8, p. 814-827, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2005.04.006. Acesso em: 30 nov. 2025.
APA
Botta, A. S., Venturini, W. S., & Benallal, A. (2005). BEM applied to damage models emphasizing localization and associated regularization techniques. Engineering Analysis with Boundary Elements, 29( 8), 814-827. doi:10.1016/j.enganabound.2005.04.006
NLM
Botta AS, Venturini WS, Benallal A. BEM applied to damage models emphasizing localization and associated regularization techniques [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 8): 814-827.[citado 2025 nov. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2005.04.006
Vancouver
Botta AS, Venturini WS, Benallal A. BEM applied to damage models emphasizing localization and associated regularization techniques [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 8): 814-827.[citado 2025 nov. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2005.04.006
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 30 nov. 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 nov. 30 ] 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 nov. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2004.10.003
Artigo de periodico
Boundary element formulation for 2D solids with stiff and soft thin inclusions (2005)
Leite, Luciano Gobo Saraiva; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: FRATURA DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LEITE, Luciano Gobo Saraiva e VENTURINI, Wilson Sérgio. Boundary element formulation for 2D solids with stiff and soft thin inclusions. Engineering Analysis with Boundary Elements, v. 29, n. 3, p. 257-267, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2004.12.002. Acesso em: 30 nov. 2025.
APA
Leite, L. G. S., & Venturini, W. S. (2005). Boundary element formulation for 2D solids with stiff and soft thin inclusions. Engineering Analysis with Boundary Elements, 29( 3), 257-267. doi:10.1016/j.enganabound.2004.12.002
NLM
Leite LGS, Venturini WS. Boundary element formulation for 2D solids with stiff and soft thin inclusions [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 3): 257-267.[citado 2025 nov. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2004.12.002
Vancouver
Leite LGS, Venturini WS. Boundary element formulation for 2D solids with stiff and soft thin inclusions [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 3): 257-267.[citado 2025 nov. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2004.12.002
Artigo de periodico
A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method (2003)
Mesquita, Arthur Dias; Coda, Humberto Breves
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, INTEGRAÇÃO
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ABNT
MESQUITA, Arthur Dias e CODA, Humberto Breves. A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method. Engineering Analysis with Boundary Elements, v. 27, n. 9, p. 885-895, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(03)00060-2. Acesso em: 30 nov. 2025.
APA
Mesquita, A. D., & Coda, H. B. (2003). A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method. Engineering Analysis with Boundary Elements, 27( 9), 885-895. doi:10.1016/s0955-7997(03)00060-2
NLM
Mesquita AD, Coda HB. A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 885-895.[citado 2025 nov. 30 ] Available from: https://doi.org/10.1016/s0955-7997(03)00060-2
Vancouver
Mesquita AD, Coda HB. A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 885-895.[citado 2025 nov. 30 ] Available from: https://doi.org/10.1016/s0955-7997(03)00060-2
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)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 30 nov. 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 nov. 30 ] 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 nov. 30 ] Available from: https://doi.org/10.1016/s0955-7997(03)00061-4
Artigo de periodico
A boundary element method for the static analysis of raft foundations on piles (2000)
Mendonça, A. V.; Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS DE CONTORNO, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MENDONÇA, A. V. e PAIVA, João Batista de. A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements, v. 24, p. 237-247, 2000Tradução . . Acesso em: 30 nov. 2025.
APA
Mendonça, A. V., & Paiva, J. B. de. (2000). A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements, 24, 237-247.
NLM
Mendonça AV, Paiva JB de. A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements. 2000 ; 24 237-247.[citado 2025 nov. 30 ]
Vancouver
Mendonça AV, Paiva JB de. A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements. 2000 ; 24 237-247.[citado 2025 nov. 30 ]
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: 30 nov. 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 nov. 30 ] 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 nov. 30 ] Available from: https://doi.org/10.1016/s0955-7997(00)00047-3

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