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  • Source: Engineering Analysis with Boundary Elements. Unidades: FZEA, ICMC

    Subjects: APRENDIZADO COMPUTACIONAL, PROCESSAMENTO DE LINGUAGEM NATURAL, SISTEMA DE INFORMAÇÃO GEOGRÁFICA, REGRESSÃO LINEAR, ALUGUEL

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      MAIA, Wesley Ferreira e DAVID, Sérgio Adriani. Machine learning applied to estate pricing for residential rentals in dynamic urban markets: the case of São Paulo city. Engineering Analysis with Boundary Elements, v. 169, p. 1-12, 2024Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2024.105988. Acesso em: 16 jul. 2025.
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      Maia, W. F., & David, S. A. (2024). Machine learning applied to estate pricing for residential rentals in dynamic urban markets: the case of São Paulo city. Engineering Analysis with Boundary Elements, 169, 1-12. doi:10.1016/j.enganabound.2024.105988
    • NLM

      Maia WF, David SA. Machine learning applied to estate pricing for residential rentals in dynamic urban markets: the case of São Paulo city [Internet]. Engineering Analysis with Boundary Elements. 2024 ; 169 1-12.[citado 2025 jul. 16 ] Available from: https://doi.org/10.1016/j.enganabound.2024.105988
    • Vancouver

      Maia WF, David SA. Machine learning applied to estate pricing for residential rentals in dynamic urban markets: the case of São Paulo city [Internet]. Engineering Analysis with Boundary Elements. 2024 ; 169 1-12.[citado 2025 jul. 16 ] Available from: https://doi.org/10.1016/j.enganabound.2024.105988
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MECÂNICA DO DANO, MÉTODO DOS ELEMENTOS DE CONTORNO, ESTRUTURAS

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      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: 16 jul. 2025.
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      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
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      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 2025 jul. 16 ] 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 2025 jul. 16 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2024.105955
  • 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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      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: 16 jul. 2025.
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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 2025 jul. 16 ] 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 2025 jul. 16 ] 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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      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: 16 jul. 2025.
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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 2025 jul. 16 ] 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 2025 jul. 16 ] 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: 16 jul. 2025.
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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 2025 jul. 16 ] Available from: https://doi.org/10.1016/j.enganabound.2021.06.018
    • Vancouver

      Cheng LY, Amaro Junior RA, Favero EH. Improving stability of moving particle semi-implicit method by source terms based on time-scale correction of particle-level impulses [Internet]. Engineering Analysis with Boundary Elements. 2021 ; 131 118-1451.[citado 2025 jul. 16 ] 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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      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: 16 jul. 2025.
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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 2025 jul. 16 ] 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 jul. 16 ] 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: 16 jul. 2025.
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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 2025 jul. 16 ] 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 2025 jul. 16 ] 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: 16 jul. 2025.
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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 2025 jul. 16 ] 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 2025 jul. 16 ] 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: 16 jul. 2025.
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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 2025 jul. 16 ] Available from: https://doi.org/10.1016/j.enganabound.2019.03.037
    • Vancouver

      Belinassi G, Goldman A, Gubitoso MD, Carrion R. Vibration soil isolation analysis based on a 3-D frequency domain Direct Boundary Element implementation: GPGPU acceleration [Internet]. Engineering Analysis with Boundary Elements. 2019 ; 105 178-187.[citado 2025 jul. 16 ] 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: 16 jul. 2025.
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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 2025 jul. 16 ] 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 2025 jul. 16 ] 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, 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: 16 jul. 2025.
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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 2025 jul. 16 ] 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 2025 jul. 16 ] 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: 16 jul. 2025.
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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 2025 jul. 16 ] 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 2025 jul. 16 ] 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: 16 jul. 2025.
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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 2025 jul. 16 ] 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 2025 jul. 16 ] 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: 16 jul. 2025.
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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 2025 jul. 16 ] 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 2025 jul. 16 ] 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: 16 jul. 2025.
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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
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      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 jul. 16 ] 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 jul. 16 ] 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: 16 jul. 2025.
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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 2025 jul. 16 ] 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 2025 jul. 16 ] 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: 16 jul. 2025.
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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
    • 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 jul. 16 ] 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 jul. 16 ] Available from: https://doi.org/10.1016/j.enganabound.2014.09.016
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO

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    • 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: 16 jul. 2025.
    • 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 2025 jul. 16 ] 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 2025 jul. 16 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.002
  • 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: 16 jul. 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 jul. 16 ] 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 jul. 16 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.007
  • Source: Engineering Analysis with Boundary Elements. Unidades: EP, EESC

    Assunto: MÉTODO DOS ELEMENTOS FINITOS

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      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: 16 jul. 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 jul. 16 ] 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 jul. 16 ] Available from: https://doi.org/10.1016/j.enganabound.2013.02.007

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