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Artigo de periodico
An extended lumped damage mechanics IGABEM formulation for quasi-brittle material failure (2024)
Nardi, Deborah Cristina; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MECÂNICA DO DANO, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
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ABNT
NARDI, Deborah Cristina e LEONEL, Edson Denner. An extended lumped damage mechanics IGABEM formulation for quasi-brittle material failure. Engineering Analysis with Boundary Elements, v. 169, p. 1-18, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.enganabound.2024.105955. Acesso em: 31 out. 2024.
APA
Nardi, D. C., & Leonel, E. D. (2024). An extended lumped damage mechanics IGABEM formulation for quasi-brittle material failure. Engineering Analysis with Boundary Elements, 169, 1-18. doi:10.1016/j.enganabound.2024.105955
NLM
Nardi DC, Leonel ED. An extended lumped damage mechanics IGABEM formulation for quasi-brittle material failure [Internet]. Engineering Analysis with Boundary Elements. 2024 ; 169 1-18.[citado 2024 out. 31 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2024.105955
Vancouver
Nardi DC, Leonel ED. An extended lumped damage mechanics IGABEM formulation for quasi-brittle material failure [Internet]. Engineering Analysis with Boundary Elements. 2024 ; 169 1-18.[citado 2024 out. 31 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2024.105955
Artigo de periodico
One step forward towards the full integration of BEM and CAD software: an effective adaptive approach (2022)
Rodrigues Neto, Antonio; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, CAD, 3-D VER TERCEIRA DIMENSÃO., ESTRUTURAS
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ABNT
RODRIGUES NETO, Antonio e LEONEL, Edson Denner. One step forward towards the full integration of BEM and CAD software: an effective adaptive approach. Engineering Analysis with Boundary Elements, v. 143, p. 457-482, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.enganabound.2022.06.019. Acesso em: 31 out. 2024.
APA
Rodrigues Neto, A., & Leonel, E. D. (2022). One step forward towards the full integration of BEM and CAD software: an effective adaptive approach. Engineering Analysis with Boundary Elements, 143, 457-482. doi:10.1016/j.enganabound.2022.06.019
NLM
Rodrigues Neto A, Leonel ED. One step forward towards the full integration of BEM and CAD software: an effective adaptive approach [Internet]. Engineering Analysis with Boundary Elements. 2022 ; 143 457-482.[citado 2024 out. 31 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2022.06.019
Vancouver
Rodrigues Neto A, Leonel ED. One step forward towards the full integration of BEM and CAD software: an effective adaptive approach [Internet]. Engineering Analysis with Boundary Elements. 2022 ; 143 457-482.[citado 2024 out. 31 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2022.06.019
Artigo de periodico
A NURBS-discontinuous and enriched isogeometric boundary element formulation for two-dimensional fatigue crack growth (2022)
Andrade, H. C.; Trevelyan, J.; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, FADIGA DAS ESTRUTURAS, MECÂNICA DA FRATURA, ESTRUTURAS
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ABNT
ANDRADE, H. C. e TREVELYAN, J. e LEONEL, Edson Denner. A NURBS-discontinuous and enriched isogeometric boundary element formulation for two-dimensional fatigue crack growth. Engineering Analysis with Boundary Elements, v. 134, p. 259-281, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.enganabound.2021.09.019. Acesso em: 31 out. 2024.
APA
Andrade, H. C., Trevelyan, J., & Leonel, E. D. (2022). A NURBS-discontinuous and enriched isogeometric boundary element formulation for two-dimensional fatigue crack growth. Engineering Analysis with Boundary Elements, 134, 259-281. doi:10.1016/j.enganabound.2021.09.019
NLM
Andrade HC, Trevelyan J, Leonel ED. A NURBS-discontinuous and enriched isogeometric boundary element formulation for two-dimensional fatigue crack growth [Internet]. Engineering Analysis with Boundary Elements. 2022 ; 134 259-281.[citado 2024 out. 31 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2021.09.019
Vancouver
Andrade HC, Trevelyan J, Leonel ED. A NURBS-discontinuous and enriched isogeometric boundary element formulation for two-dimensional fatigue crack growth [Internet]. Engineering Analysis with Boundary Elements. 2022 ; 134 259-281.[citado 2024 out. 31 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2021.09.019
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: 31 out. 2024.
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 2024 out. 31 ] 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 2024 out. 31 ] 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
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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: 31 out. 2024.
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 2024 out. 31 ] 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 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002
Artigo de periodico
An enriched dual boundary element method formulation for linear elastic crack propagation (2020)
Andrade, Helder C.; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, TENSÃO ESTRUTURAL, ESTRUTURAS
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ABNT
ANDRADE, Helder C. e LEONEL, Edson Denner. An enriched dual boundary element method formulation for linear elastic crack propagation. Engineering Analysis with Boundary Elements, v. 121, p. 158-179, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2020.09.007. Acesso em: 31 out. 2024.
APA
Andrade, H. C., & Leonel, E. D. (2020). An enriched dual boundary element method formulation for linear elastic crack propagation. Engineering Analysis with Boundary Elements, 121, 158-179. doi:10.1016/j.enganabound.2020.09.007
NLM
Andrade HC, Leonel ED. An enriched dual boundary element method formulation for linear elastic crack propagation [Internet]. Engineering Analysis with Boundary Elements. 2020 ; 121 158-179.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2020.09.007
Vancouver
Andrade HC, Leonel ED. An enriched dual boundary element method formulation for linear elastic crack propagation [Internet]. Engineering Analysis with Boundary Elements. 2020 ; 121 158-179.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2020.09.007
Artigo de periodico
Subtraction singularity technique applied to the regularization of singular and hypersingular integrals in high-order curved boundary elements in plane anisotropic elasticity (2020)
Cordeiro, Sérgio Gustavo Ferreira; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS MISTAS, ESTRUTURAS
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ABNT
CORDEIRO, Sérgio Gustavo Ferreira e LEONEL, Edson Denner. Subtraction singularity technique applied to the regularization of singular and hypersingular integrals in high-order curved boundary elements in plane anisotropic elasticity. Engineering Analysis with Boundary Elements, v. 119, p. 214-224, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2020.07.019. Acesso em: 31 out. 2024.
APA
Cordeiro, S. G. F., & Leonel, E. D. (2020). Subtraction singularity technique applied to the regularization of singular and hypersingular integrals in high-order curved boundary elements in plane anisotropic elasticity. Engineering Analysis with Boundary Elements, 119, 214-224. doi:10.1016/j.enganabound.2020.07.019
NLM
Cordeiro SGF, Leonel ED. Subtraction singularity technique applied to the regularization of singular and hypersingular integrals in high-order curved boundary elements in plane anisotropic elasticity [Internet]. Engineering Analysis with Boundary Elements. 2020 ; 119 214-224.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2020.07.019
Vancouver
Cordeiro SGF, Leonel ED. Subtraction singularity technique applied to the regularization of singular and hypersingular integrals in high-order curved boundary elements in plane anisotropic elasticity [Internet]. Engineering Analysis with Boundary Elements. 2020 ; 119 214-224.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2020.07.019
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: 31 out. 2024.
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 2024 out. 31 ] 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 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2019.03.037
Artigo de periodico
Constitutive relation error formalism applied to the solution of inverse problems using the BEM (2019)
Oliveira, Hugo Luiz; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, JUNTAS ESTRUTURAIS, ESTRUTURAS
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ABNT
OLIVEIRA, Hugo Luiz e LEONEL, Edson Denner. Constitutive relation error formalism applied to the solution of inverse problems using the BEM. Engineering Analysis with Boundary Elements, v. No 2019, p. 30-40, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2019.07.023. Acesso em: 31 out. 2024.
APA
Oliveira, H. L., & Leonel, E. D. (2019). Constitutive relation error formalism applied to the solution of inverse problems using the BEM. Engineering Analysis with Boundary Elements, No 2019, 30-40. doi:10.1016/j.enganabound.2019.07.023
NLM
Oliveira HL, Leonel ED. Constitutive relation error formalism applied to the solution of inverse problems using the BEM [Internet]. Engineering Analysis with Boundary Elements. 2019 ; No 2019 30-40.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2019.07.023
Vancouver
Oliveira HL, Leonel ED. Constitutive relation error formalism applied to the solution of inverse problems using the BEM [Internet]. Engineering Analysis with Boundary Elements. 2019 ; No 2019 30-40.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2019.07.023
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: 31 out. 2024.
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 2024 out. 31 ] 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 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2019.02.009
Artigo de periodico
The mechanical modelling of nonhomogeneous reinforced structural systems by a coupled BEM formulation (2019)
Rodrigues Neto, Antonio; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, VISCOPLASTICIDADE DAS ESTRUTURAS, SISTEMAS MECÂNICOS, ESTRUTURAS
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ABNT
RODRIGUES NETO, Antonio e LEONEL, Edson Denner. The mechanical modelling of nonhomogeneous reinforced structural systems by a coupled BEM formulation. Engineering Analysis with Boundary Elements, v. 109, p. 1-18, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2019.09.011. Acesso em: 31 out. 2024.
APA
Rodrigues Neto, A., & Leonel, E. D. (2019). The mechanical modelling of nonhomogeneous reinforced structural systems by a coupled BEM formulation. Engineering Analysis with Boundary Elements, 109, 1-18. doi:10.1016/j.enganabound.2019.09.011
NLM
Rodrigues Neto A, Leonel ED. The mechanical modelling of nonhomogeneous reinforced structural systems by a coupled BEM formulation [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 109 1-18.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2019.09.011
Vancouver
Rodrigues Neto A, Leonel ED. The mechanical modelling of nonhomogeneous reinforced structural systems by a coupled BEM formulation [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 109 1-18.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2019.09.011
Artigo de periodico
Corner restrictions and their application to bending plate analyses by the boundary element method (2018)
Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS
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ABNT
PAIVA, João Batista de. Corner restrictions and their application to bending plate analyses by the boundary element method. Engineering Analysis with Boundary Elements, v. 95, p. 1-11, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2018.06.012. Acesso em: 31 out. 2024.
APA
Paiva, J. B. de. (2018). Corner restrictions and their application to bending plate analyses by the boundary element method. Engineering Analysis with Boundary Elements, 95, 1-11. doi:10.1016/j.enganabound.2018.06.012
NLM
Paiva JB de. Corner restrictions and their application to bending plate analyses by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2018 ; 95 1-11.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2018.06.012
Vancouver
Paiva JB de. Corner restrictions and their application to bending plate analyses by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2018 ; 95 1-11.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2018.06.012
Artigo de periodico
Quantification of cohesive fracture parameters based on the coupling of Bayesian updating and the boundary element method (2017)
Cordeiro, Sergio Gustavo Ferreira; Leonel, Edson Denner; Beaurepaire, Pierre
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO
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ABNT
CORDEIRO, Sergio Gustavo Ferreira e LEONEL, Edson Denner e BEAUREPAIRE, Pierre. Quantification of cohesive fracture parameters based on the coupling of Bayesian updating and the boundary element method. Engineering Analysis with Boundary Elements, v. 74, n. Ja 2017, p. 49-60, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2016.10.010. Acesso em: 31 out. 2024.
APA
Cordeiro, S. G. F., Leonel, E. D., & Beaurepaire, P. (2017). Quantification of cohesive fracture parameters based on the coupling of Bayesian updating and the boundary element method. Engineering Analysis with Boundary Elements, 74( Ja 2017), 49-60. doi:10.1016/j.enganabound.2016.10.010
NLM
Cordeiro SGF, Leonel ED, Beaurepaire P. Quantification of cohesive fracture parameters based on the coupling of Bayesian updating and the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2017 ; 74( Ja 2017): 49-60.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2016.10.010
Vancouver
Cordeiro SGF, Leonel ED, Beaurepaire P. Quantification of cohesive fracture parameters based on the coupling of Bayesian updating and the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2017 ; 74( Ja 2017): 49-60.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2016.10.010
Artigo de periodico
Boundary Element Method applied to decision-making problems involving geometric variabilities in topology optimization (2017)
Oliveira, Hugo Luiz; Chateauneuf, Alaa; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, TOMADA DE DECISÃO
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ABNT
OLIVEIRA, Hugo Luiz e CHATEAUNEUF, Alaa e LEONEL, Edson Denner. Boundary Element Method applied to decision-making problems involving geometric variabilities in topology optimization. Engineering Analysis with Boundary Elements, v. 85, p. 116-126, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2017.09.016. Acesso em: 31 out. 2024.
APA
Oliveira, H. L., Chateauneuf, A., & Leonel, E. D. (2017). Boundary Element Method applied to decision-making problems involving geometric variabilities in topology optimization. Engineering Analysis with Boundary Elements, 85, 116-126. doi:10.1016/j.enganabound.2017.09.016
NLM
Oliveira HL, Chateauneuf A, Leonel ED. Boundary Element Method applied to decision-making problems involving geometric variabilities in topology optimization [Internet]. Engineering Analysis with Boundary Elements. 2017 ; 85 116-126.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2017.09.016
Vancouver
Oliveira HL, Chateauneuf A, Leonel ED. Boundary Element Method applied to decision-making problems involving geometric variabilities in topology optimization [Internet]. Engineering Analysis with Boundary Elements. 2017 ; 85 116-126.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2017.09.016
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 31 out. 2024.
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 2024 out. 31 ] 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 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2017.05.004
Artigo de periodico
Cohesive crack propagation modelling in wood structures using BEM and the tangent operator technique (2016)
Cordeiro, Sergio Gustavo Ferreira; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, ESTRUTURAS DE MADEIRA, MÉTODO DOS ELEMENTOS DE CONTORNO
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ABNT
CORDEIRO, Sergio Gustavo Ferreira e LEONEL, Edson Denner. Cohesive crack propagation modelling in wood structures using BEM and the tangent operator technique. Engineering Analysis with Boundary Elements, v. 64, p. 111-121, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2015.11.013. Acesso em: 31 out. 2024.
APA
Cordeiro, S. G. F., & Leonel, E. D. (2016). Cohesive crack propagation modelling in wood structures using BEM and the tangent operator technique. Engineering Analysis with Boundary Elements, 64, 111-121. doi:10.1016/j.enganabound.2015.11.013
NLM
Cordeiro SGF, Leonel ED. Cohesive crack propagation modelling in wood structures using BEM and the tangent operator technique [Internet]. Engineering Analysis with Boundary Elements. 2016 ; 64 111-121.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2015.11.013
Vancouver
Cordeiro SGF, Leonel ED. Cohesive crack propagation modelling in wood structures using BEM and the tangent operator technique [Internet]. Engineering Analysis with Boundary Elements. 2016 ; 64 111-121.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2015.11.013
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 31 out. 2024.
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 2024 out. 31 ] 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 2024 out. 31 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 31 out. 2024.
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 2024 out. 31 ] 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 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.007
Artigo de periodico
An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modelling (2014)
Oliveira, Hugo Luiz; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Hugo Luiz e LEONEL, Edson Denner. An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modelling. Engineering Analysis with Boundary Elements, v. 41, p. 74-82, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2014.01.002. Acesso em: 31 out. 2024.
APA
Oliveira, H. L., & Leonel, E. D. (2014). An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modelling. Engineering Analysis with Boundary Elements, 41, 74-82. doi:10.1016/j.enganabound.2014.01.002
NLM
Oliveira HL, Leonel ED. An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modelling [Internet]. Engineering Analysis with Boundary Elements. 2014 ; 41 74-82.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.002
Vancouver
Oliveira HL, Leonel ED. An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modelling [Internet]. Engineering Analysis with Boundary Elements. 2014 ; 41 74-82.[citado 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.002
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 31 out. 2024.
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 2024 out. 31 ] 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 2024 out. 31 ] Available from: https://doi.org/10.1016/j.enganabound.2013.02.007

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