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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: 28 nov. 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 nov. 28 ] 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 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2024.105988
  • 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: 28 nov. 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 nov. 28 ] 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 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2019.03.037
  • 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: 28 nov. 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 nov. 28 ] 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 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2016.10.010
  • 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: 28 nov. 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 nov. 28 ] 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 nov. 28 ] 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: 28 nov. 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 nov. 28 ] 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 nov. 28 ] 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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      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: 28 nov. 2025.
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      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 nov. 28 ] 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 nov. 28 ] 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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      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: 28 nov. 2025.
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      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 nov. 28 ] 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 nov. 28 ] 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: 28 nov. 2025.
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      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 nov. 28 ] 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 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2013.02.007
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), MECÂNICA DA FRATURA, FADIGA DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO

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      LEONEL, Edson Denner e CHATEAUNEUF, Alaa e VENTURINI, Wilson Sérgio. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems. Engineering Analysis with Boundary Elements, v. 36, n. 6, p. 944-959, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2011.12.016. Acesso em: 28 nov. 2025.
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      Leonel, E. D., Chateauneuf, A., & Venturini, W. S. (2012). Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems. Engineering Analysis with Boundary Elements, 36( 6), 944-959. doi:10.1016/j.enganabound.2011.12.016
    • NLM

      Leonel ED, Chateauneuf A, Venturini WS. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 6): 944-959.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2011.12.016
    • Vancouver

      Leonel ED, Chateauneuf A, Venturini WS. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 6): 944-959.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2011.12.016
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DO DANO

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      LIMA JUNIOR, Eduardo Toledo de e VENTURINI, Wilson Sérgio e BENALLAL, Ahmed. BEM modeling of saturated porous media susceptible to damage. Engineering Analysis with Boundary Elements, v. 36, n. 2, p. 147-153, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2011.07.002. Acesso em: 28 nov. 2025.
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      Lima Junior, E. T. de, Venturini, W. S., & Benallal, A. (2012). BEM modeling of saturated porous media susceptible to damage. Engineering Analysis with Boundary Elements, 36( 2), 147-153. doi:10.1016/j.enganabound.2011.07.002
    • NLM

      Lima Junior ET de, Venturini WS, Benallal A. BEM modeling of saturated porous media susceptible to damage [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 2): 147-153.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2011.07.002
    • Vancouver

      Lima Junior ET de, Venturini WS, Benallal A. BEM modeling of saturated porous media susceptible to damage [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 2): 147-153.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2011.07.002
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, OPERADORES NÃO LINEARES

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      LEONEL, Edson Denner e VENTURINI, Wilson Sérgio. Non-linear boundary element formulation applied to contact analysis using tangent operator. Engineering Analysis with Boundary Elements, v. 35, n. 12, p. 1237-1247, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2011.06.005. Acesso em: 28 nov. 2025.
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      Leonel, E. D., & Venturini, W. S. (2011). Non-linear boundary element formulation applied to contact analysis using tangent operator. Engineering Analysis with Boundary Elements, 35( 12), 1237-1247. doi:10.1016/j.enganabound.2011.06.005
    • NLM

      Leonel ED, Venturini WS. Non-linear boundary element formulation applied to contact analysis using tangent operator [Internet]. Engineering Analysis with Boundary Elements. 2011 ; 35( 12): 1237-1247.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2011.06.005
    • Vancouver

      Leonel ED, Venturini WS. Non-linear boundary element formulation applied to contact analysis using tangent operator [Internet]. Engineering Analysis with Boundary Elements. 2011 ; 35( 12): 1237-1247.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2011.06.005
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, LAJES (INTERAÇÃO)

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      PAIVA, João Batista de e MENDONÇA, Ângelo Vieira. A coupled boundary element/differential equation method formulation for plate-beam interaction analysis. Engineering Analysis with Boundary Elements, v. 34, n. 5, p. 456-462, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2009.10.017. Acesso em: 28 nov. 2025.
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      Paiva, J. B. de, & Mendonça, Â. V. (2010). A coupled boundary element/differential equation method formulation for plate-beam interaction analysis. Engineering Analysis with Boundary Elements, 34( 5), 456-462. doi:10.1016/j.enganabound.2009.10.017
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      Paiva JB de, Mendonça ÂV. A coupled boundary element/differential equation method formulation for plate-beam interaction analysis [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 5): 456-462.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2009.10.017
    • Vancouver

      Paiva JB de, Mendonça ÂV. A coupled boundary element/differential equation method formulation for plate-beam interaction analysis [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 5): 456-462.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2009.10.017
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MECÂNICA DA FRATURA

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      LEONEL, Edson Denner e VENTURINI, Wilson Sergio. Dual boundary element formulation applied to analysis of multi-fractured domains. Engineering Analysis with Boundary Elements, v. 34, n. 12, p. 1092-1099, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2010.06.014. Acesso em: 28 nov. 2025.
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      Leonel, E. D., & Venturini, W. S. (2010). Dual boundary element formulation applied to analysis of multi-fractured domains. Engineering Analysis with Boundary Elements, 34( 12), 1092-1099. doi:10.1016/j.enganabound.2010.06.014
    • NLM

      Leonel ED, Venturini WS. Dual boundary element formulation applied to analysis of multi-fractured domains [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 12): 1092-1099.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2010.06.014
    • Vancouver

      Leonel ED, Venturini WS. Dual boundary element formulation applied to analysis of multi-fractured domains [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 12): 1092-1099.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2010.06.014
  • Source: Engineering Analysis with Boundary Elements. Unidades: EP, EESC

    Assunto: MÉTODO DOS ELEMENTOS DE CONTORNO

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      RIBEIRO, Dimas Betioli e PAIVA, João Batista de. Analyzing static three-dimensional elastic domains with a new infinite boundary element formulation. Engineering Analysis with Boundary Elements, v. 34, n. 8, p. 707-713, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2010.03.012. Acesso em: 28 nov. 2025.
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      Ribeiro, D. B., & Paiva, J. B. de. (2010). Analyzing static three-dimensional elastic domains with a new infinite boundary element formulation. Engineering Analysis with Boundary Elements, 34( 8), 707-713. doi:10.1016/j.enganabound.2010.03.012
    • NLM

      Ribeiro DB, Paiva JB de. Analyzing static three-dimensional elastic domains with a new infinite boundary element formulation [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 8): 707-713.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2010.03.012
    • Vancouver

      Ribeiro DB, Paiva JB de. Analyzing static three-dimensional elastic domains with a new infinite boundary element formulation [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 8): 707-713.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2010.03.012
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, MODELOS NÃO LINEARES

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      LEONEL, Edson Denner e VENTURINI, Wilson Sergio. Non-linear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials. Engineering Analysis with Boundary Elements, v. 34, n. 2, p. 122-129, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2009.08.005. Acesso em: 28 nov. 2025.
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      Leonel, E. D., & Venturini, W. S. (2010). Non-linear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials. Engineering Analysis with Boundary Elements, 34( 2), 122-129. doi:10.1016/j.enganabound.2009.08.005
    • NLM

      Leonel ED, Venturini WS. Non-linear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 2): 122-129.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2009.08.005
    • Vancouver

      Leonel ED, Venturini WS. Non-linear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials [Internet]. Engineering Analysis with Boundary Elements. 2010 ; 34( 2): 122-129.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2009.08.005
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, ELASTICIDADE DAS ESTRUTURAS

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      RIBEIRO, Dimas Betioli e PAIVA, João Batista de. An alternative multi-region BEM technique for three-dimensional elastic problems. Engineering Analysis with Boundary Elements, v. 33, n. 4, p. 499-507, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.08.016. Acesso em: 28 nov. 2025.
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      Ribeiro, D. B., & Paiva, J. B. de. (2009). An alternative multi-region BEM technique for three-dimensional elastic problems. Engineering Analysis with Boundary Elements, 33( 4), 499-507. doi:10.1016/j.enganabound.2008.08.016
    • NLM

      Ribeiro DB, Paiva JB de. An alternative multi-region BEM technique for three-dimensional elastic problems [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 4): 499-507.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2008.08.016
    • Vancouver

      Ribeiro DB, Paiva JB de. An alternative multi-region BEM technique for three-dimensional elastic problems [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 4): 499-507.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2008.08.016
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO (FORMULAÇÃO), PLACAS

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      WAIDEMAM, Leandro e VENTURINI, Wilson Sérgio. BEM formulation for reinforced plates. Engineering Analysis with Boundary Elements, v. 33, n. 6, p. 830-836, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.11.005. Acesso em: 28 nov. 2025.
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      Waidemam, L., & Venturini, W. S. (2009). BEM formulation for reinforced plates. Engineering Analysis with Boundary Elements, 33( 6), 830-836. doi:10.1016/j.enganabound.2008.11.005
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      Waidemam L, Venturini WS. BEM formulation for reinforced plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 6): 830-836.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2008.11.005
    • Vancouver

      Waidemam L, Venturini WS. BEM formulation for reinforced plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 6): 830-836.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2008.11.005
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

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

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      WAIDEMAM, Leandro e VENTURINI, Wilson Sérgio. An extended BEM formulation for plates reinforced by rectangular beams. Engineering Analysis with Boundary Elements, v. 33, n. 7, p. 983-992, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.12.006. Acesso em: 28 nov. 2025.
    • APA

      Waidemam, L., & Venturini, W. S. (2009). An extended BEM formulation for plates reinforced by rectangular beams. Engineering Analysis with Boundary Elements, 33( 7), 983-992. doi:10.1016/j.enganabound.2008.12.006
    • NLM

      Waidemam L, Venturini WS. An extended BEM formulation for plates reinforced by rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 7): 983-992.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2008.12.006
    • Vancouver

      Waidemam L, Venturini WS. An extended BEM formulation for plates reinforced by rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 7): 983-992.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2008.12.006
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, CHAPAS

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      WAIDEMAM, Leandro e VENTURINI, Wilson Sergio. BEM formulation for von Kármán plates. Engineering Analysis with Boundary Elements, v. 33, n. 10, p. 1223-1230, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2009.04.012. Acesso em: 28 nov. 2025.
    • APA

      Waidemam, L., & Venturini, W. S. (2009). BEM formulation for von Kármán plates. Engineering Analysis with Boundary Elements, 33( 10), 1223-1230. doi:10.1016/j.enganabound.2009.04.012
    • NLM

      Waidemam L, Venturini WS. BEM formulation for von Kármán plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 10): 1223-1230.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2009.04.012
    • Vancouver

      Waidemam L, Venturini WS. BEM formulation for von Kármán plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 10): 1223-1230.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2009.04.012
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

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

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      WUTZOW, Wilson Wesley e PAIVA, João Batista de. Analysis of stiffened plates by the boundary element method. Engineering Analysis with Boundary Elements, v. 32, n. Ja 2008, p. 1-10, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2007.06.005. Acesso em: 28 nov. 2025.
    • APA

      Wutzow, W. W., & Paiva, J. B. de. (2008). Analysis of stiffened plates by the boundary element method. Engineering Analysis with Boundary Elements, 32( Ja 2008), 1-10. doi:10.1016/j.enganabound.2007.06.005
    • NLM

      Wutzow WW, Paiva JB de. Analysis of stiffened plates by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2008 ; 32( Ja 2008): 1-10.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2007.06.005
    • Vancouver

      Wutzow WW, Paiva JB de. Analysis of stiffened plates by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2008 ; 32( Ja 2008): 1-10.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.enganabound.2007.06.005

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