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  • 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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2022.06.019
  • 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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2021.09.019
  • Source: Engineering Analysis with Boundary Elements. Unidade: EP

    Subjects: MÉTODOS NUMÉRICOS, PROJEÇÃO, SIMULAÇÃO DE SISTEMAS

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      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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2021.06.018
  • 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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, TENSÃO ESTRUTURAL, ESTRUTURAS

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      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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2020.09.007
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS MISTAS, ESTRUTURAS

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      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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2020.07.019
  • Source: Engineering Analysis with Boundary Elements. Unidades: IME, EP

    Subjects: COMPUTAÇÃO GRÁFICA, PROCESSAMENTO ELETRÔNICO DE DADOS

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      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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2019.03.037
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: FADIGA DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS

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      ANDRADE, Heider de Castro e e LEONEL, Edson Denner. The multiple fatigue crack propagation modelling in nonhomogeneous structures using the DBEM. Engineering Analysis with Boundary Elements, v. 98, n. Ja 2019, p. 296-309, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2018.10.026. Acesso em: 24 maio 2024.
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      Andrade, H. de C. e, & Leonel, E. D. (2019). The multiple fatigue crack propagation modelling in nonhomogeneous structures using the DBEM. Engineering Analysis with Boundary Elements, 98( Ja 2019), 296-309. doi:10.1016/j.enganabound.2018.10.026
    • NLM

      Andrade H de C e, Leonel ED. The multiple fatigue crack propagation modelling in nonhomogeneous structures using the DBEM [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 98( Ja 2019): 296-309.[citado 2024 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2018.10.026
    • Vancouver

      Andrade H de C e, Leonel ED. The multiple fatigue crack propagation modelling in nonhomogeneous structures using the DBEM [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 98( Ja 2019): 296-309.[citado 2024 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2018.10.026
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, JUNTAS ESTRUTURAIS, ESTRUTURAS

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      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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2019.07.023
  • 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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      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: 24 maio 2024.
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      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
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2019.02.009
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, VISCOPLASTICIDADE DAS ESTRUTURAS, SISTEMAS MECÂNICOS, ESTRUTURAS

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      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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2019.09.011
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS

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      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: 24 maio 2024.
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      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
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2018.06.012
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO

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      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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2016.10.010
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, TOMADA DE DECISÃO

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      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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2017.09.016
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS

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      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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2017.05.004
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, ESTRUTURAS DE MADEIRA, MÉTODO DOS ELEMENTOS DE CONTORNO

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      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: 24 maio 2024.
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2015.11.013
  • 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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      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: 24 maio 2024.
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      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
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      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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2014.09.016
  • 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: 24 maio 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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.007
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO

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      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: 24 maio 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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.002
  • 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: 24 maio 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 maio 24 ] 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 maio 24 ] Available from: https://doi.org/10.1016/j.enganabound.2013.02.007

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