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  • Source: Advances in Engineering Software. Unidade: EP

    Subjects: TURBULÊNCIA, PROGRAMAÇÃO LINEAR, TOPOLOGIA

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      SIQUEIRA, Lucas O. et al. Topology optimization for stationary fluid–structure interaction problems with turbulent flow via sequential integer linear programming and smooth explicit boundaries. Advances in Engineering Software, v. Fe 2024, p. 1-20, 2024Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2024.103599. Acesso em: 23 maio 2024.
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      Siqueira, L. O., Cortez, R. L., Sivapuram, R., Ranjbarzadeh, S., Gioria, R. dos S., Silva, E. C. N., & Picelli, R. (2024). Topology optimization for stationary fluid–structure interaction problems with turbulent flow via sequential integer linear programming and smooth explicit boundaries. Advances in Engineering Software, Fe 2024, 1-20. doi:10.1016/j.advengsoft.2024.103599
    • NLM

      Siqueira LO, Cortez RL, Sivapuram R, Ranjbarzadeh S, Gioria R dos S, Silva ECN, Picelli R. Topology optimization for stationary fluid–structure interaction problems with turbulent flow via sequential integer linear programming and smooth explicit boundaries. [Internet]. Advances in Engineering Software. 2024 ; Fe 2024 1-20.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2024.103599
    • Vancouver

      Siqueira LO, Cortez RL, Sivapuram R, Ranjbarzadeh S, Gioria R dos S, Silva ECN, Picelli R. Topology optimization for stationary fluid–structure interaction problems with turbulent flow via sequential integer linear programming and smooth explicit boundaries. [Internet]. Advances in Engineering Software. 2024 ; Fe 2024 1-20.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2024.103599
  • Source: Advances in Engineering Software. Unidade: EESC

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

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      CORDEIRO, Sergio Gustavo Ferreira e LEONEL, Edson Denner. An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses. Advances in Engineering Software, v. 135, p. [1-22], 2019Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2019.102689. Acesso em: 23 maio 2024.
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      Cordeiro, S. G. F., & Leonel, E. D. (2019). An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses. Advances in Engineering Software, 135, [1-22]. doi:10.1016/j.advengsoft.2019.102689
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      Cordeiro SGF, Leonel ED. An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses [Internet]. Advances in Engineering Software. 2019 ; 135 [1-22].[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2019.102689
    • Vancouver

      Cordeiro SGF, Leonel ED. An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses [Internet]. Advances in Engineering Software. 2019 ; 135 [1-22].[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2019.102689
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: ESTRUTURAS, REDES NEURAIS

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      KROETZ, Henrique Machado e TESSARI, Rodolfo Krul e BECK, André Teófilo. Performance of global metamodeling techniques in solution of structural reliability problems. Advances in Engineering Software, v. 114, p. 394-404, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2017.08.001. Acesso em: 23 maio 2024.
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      Kroetz, H. M., Tessari, R. K., & Beck, A. T. (2017). Performance of global metamodeling techniques in solution of structural reliability problems. Advances in Engineering Software, 114, 394-404. doi:10.1016/j.advengsoft.2017.08.001
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      Kroetz HM, Tessari RK, Beck AT. Performance of global metamodeling techniques in solution of structural reliability problems [Internet]. Advances in Engineering Software. 2017 ; 114 394-404.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2017.08.001
    • Vancouver

      Kroetz HM, Tessari RK, Beck AT. Performance of global metamodeling techniques in solution of structural reliability problems [Internet]. Advances in Engineering Software. 2017 ; 114 394-404.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2017.08.001
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: REATORES BIOQUÍMICOS, FERMENTAÇÃO INDUSTRIAL, BIOCOMBUSTÍVEIS

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      ANSONI, Jonas Laerte e SELEGHIM JÚNIOR, Paulo. Optimal industrial reactor design: development of a multiobjective optimization method based on a posteriori performance parameters calculated from CFD flow solutions. Advances in Engineering Software, v. 91, n. Ja 2016, p. 23-35, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2015.08.008. Acesso em: 23 maio 2024.
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      Ansoni, J. L., & Seleghim Júnior, P. (2016). Optimal industrial reactor design: development of a multiobjective optimization method based on a posteriori performance parameters calculated from CFD flow solutions. Advances in Engineering Software, 91( Ja 2016), 23-35. doi:10.1016/j.advengsoft.2015.08.008
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      Ansoni JL, Seleghim Júnior P. Optimal industrial reactor design: development of a multiobjective optimization method based on a posteriori performance parameters calculated from CFD flow solutions [Internet]. Advances in Engineering Software. 2016 ; 91( Ja 2016): 23-35.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2015.08.008
    • Vancouver

      Ansoni JL, Seleghim Júnior P. Optimal industrial reactor design: development of a multiobjective optimization method based on a posteriori performance parameters calculated from CFD flow solutions [Internet]. Advances in Engineering Software. 2016 ; 91( Ja 2016): 23-35.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2015.08.008
  • Source: Advances in Engineering Software. Unidade: EESC

    Assunto: ENGENHARIA CIVIL

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      TSOMPANAKIS, Y. et al. Special issue: civil-comp. Advances in Engineering Software. Kidlington, Oxford, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo. Disponível em: http://www.sciencedirect.com/science/article/pii/S0965997815001258/pdfft?md5=e7bc38d6173b0390f6cef86f68224ab0&pid=1-s2.0-S0965997815001258-main.pdf. Acesso em: 23 maio 2024. , 2015
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      Tsompanakis, Y., Iványi, P., Beck, A. T., Beer, M., Neves, L. F. C., Girardi, M., et al. (2015). Special issue: civil-comp. Advances in Engineering Software. Kidlington, Oxford, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de http://www.sciencedirect.com/science/article/pii/S0965997815001258/pdfft?md5=e7bc38d6173b0390f6cef86f68224ab0&pid=1-s2.0-S0965997815001258-main.pdf
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      Tsompanakis Y, Iványi P, Beck AT, Beer M, Neves LFC, Girardi M, Jensen HAJ, Marti K, Rizzi NL, Silva JGS da, Taflanidis AA, Topping BHV. Special issue: civil-comp [Internet]. Advances in Engineering Software. 2015 ; 89 1-2.[citado 2024 maio 23 ] Available from: http://www.sciencedirect.com/science/article/pii/S0965997815001258/pdfft?md5=e7bc38d6173b0390f6cef86f68224ab0&pid=1-s2.0-S0965997815001258-main.pdf
    • Vancouver

      Tsompanakis Y, Iványi P, Beck AT, Beer M, Neves LFC, Girardi M, Jensen HAJ, Marti K, Rizzi NL, Silva JGS da, Taflanidis AA, Topping BHV. Special issue: civil-comp [Internet]. Advances in Engineering Software. 2015 ; 89 1-2.[citado 2024 maio 23 ] Available from: http://www.sciencedirect.com/science/article/pii/S0965997815001258/pdfft?md5=e7bc38d6173b0390f6cef86f68224ab0&pid=1-s2.0-S0965997815001258-main.pdf
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: ALGORITMOS GENÉTICOS, MECÂNICA DO DANO

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      VILLALBA MORALES, Jesús Daniel e LAIER, José Elias. Localising and quantifying damage by means of a multi-chromosome genetic algorithm. Advances in Engineering Software, v. 50, p. 150-157, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2012.02.002. Acesso em: 23 maio 2024.
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      Villalba Morales, J. D., & Laier, J. E. (2012). Localising and quantifying damage by means of a multi-chromosome genetic algorithm. Advances in Engineering Software, 50, 150-157. doi:10.1016/j.advengsoft.2012.02.002
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      Villalba Morales JD, Laier JE. Localising and quantifying damage by means of a multi-chromosome genetic algorithm [Internet]. Advances in Engineering Software. 2012 ; 50 150-157.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2012.02.002
    • Vancouver

      Villalba Morales JD, Laier JE. Localising and quantifying damage by means of a multi-chromosome genetic algorithm [Internet]. Advances in Engineering Software. 2012 ; 50 150-157.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2012.02.002
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA

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      FERREIRA, Manoel Denis Costa e VENTURINI, Wilson Sergio. Inverse analysis for two-dimensional structures using the boundary element method. Advances in Engineering Software, v. 41, n. 9, p. 1061-1072, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2010.04.003. Acesso em: 23 maio 2024.
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      Ferreira, M. D. C., & Venturini, W. S. (2010). Inverse analysis for two-dimensional structures using the boundary element method. Advances in Engineering Software, 41( 9), 1061-1072. doi:10.1016/j.advengsoft.2010.04.003
    • NLM

      Ferreira MDC, Venturini WS. Inverse analysis for two-dimensional structures using the boundary element method [Internet]. Advances in Engineering Software. 2010 ; 41( 9): 1061-1072.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2010.04.003
    • Vancouver

      Ferreira MDC, Venturini WS. Inverse analysis for two-dimensional structures using the boundary element method [Internet]. Advances in Engineering Software. 2010 ; 41( 9): 1061-1072.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2010.04.003
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: MECÂNICA DO DANO, TRELIÇAS, ALGORITMOS

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      BEGAMBRE CARRILLO, Oscar Javier e LAIER, José Elias. A hybrid particle swarm optimization: simplex algorithm (PSOS) for structural damage identification. Advances in Engineering Software, v. 40, n. 9, p. Se 2009, 2009Tradução . . Disponível em: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V1P-4VT0GXT-1-9&_cdi=5680&_user=5674931&_orig=browse&_coverDate=09%2F30%2F2009&_sk=999599990&view=c&wchp=dGLbVlb-zSkzV&md5=0e6fc3e44ec025a36a9d4c4668f09b60&ie=/sdarticle.pdf. Acesso em: 23 maio 2024.
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      Begambre Carrillo, O. J., & Laier, J. E. (2009). A hybrid particle swarm optimization: simplex algorithm (PSOS) for structural damage identification. Advances in Engineering Software, 40( 9), Se 2009. Recuperado de http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V1P-4VT0GXT-1-9&_cdi=5680&_user=5674931&_orig=browse&_coverDate=09%2F30%2F2009&_sk=999599990&view=c&wchp=dGLbVlb-zSkzV&md5=0e6fc3e44ec025a36a9d4c4668f09b60&ie=/sdarticle.pdf
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      Begambre Carrillo OJ, Laier JE. A hybrid particle swarm optimization: simplex algorithm (PSOS) for structural damage identification [Internet]. Advances in Engineering Software. 2009 ; 40( 9): Se 2009.[citado 2024 maio 23 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V1P-4VT0GXT-1-9&_cdi=5680&_user=5674931&_orig=browse&_coverDate=09%2F30%2F2009&_sk=999599990&view=c&wchp=dGLbVlb-zSkzV&md5=0e6fc3e44ec025a36a9d4c4668f09b60&ie=/sdarticle.pdf
    • Vancouver

      Begambre Carrillo OJ, Laier JE. A hybrid particle swarm optimization: simplex algorithm (PSOS) for structural damage identification [Internet]. Advances in Engineering Software. 2009 ; 40( 9): Se 2009.[citado 2024 maio 23 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V1P-4VT0GXT-1-9&_cdi=5680&_user=5674931&_orig=browse&_coverDate=09%2F30%2F2009&_sk=999599990&view=c&wchp=dGLbVlb-zSkzV&md5=0e6fc3e44ec025a36a9d4c4668f09b60&ie=/sdarticle.pdf
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ALVENARIA ARMADA

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      RAMALHO, Márcio Antonio et al. A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls. Advances in Engineering Software, v. 39, n. 4, p. 249-257, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2007.01.003. Acesso em: 23 maio 2024.
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      Ramalho, M. A., Taliercio, A., Anzani, A., Binda, L., & Papa, E. (2008). A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls. Advances in Engineering Software, 39( 4), 249-257. doi:10.1016/j.advengsoft.2007.01.003
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      Ramalho MA, Taliercio A, Anzani A, Binda L, Papa E. A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls [Internet]. Advances in Engineering Software. 2008 ; 39( 4): 249-257.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2007.01.003
    • Vancouver

      Ramalho MA, Taliercio A, Anzani A, Binda L, Papa E. A numerical model for the description of the nonlinear behaviour of multi-leaf masonry walls [Internet]. Advances in Engineering Software. 2008 ; 39( 4): 249-257.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2007.01.003
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO DE ALTO DESEMPENHO, MECÂNICA DO DANO

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      SANCHES JÚNIOR, Faustino e VENTURINI, Wilson Sérgio. Damage modelling of reinforced concrete beams. Advances in Engineering Software, v. 38, n. 8-9, p. Aug./Se 2007, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2006.08.025. Acesso em: 23 maio 2024.
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      Sanches Júnior, F., & Venturini, W. S. (2007). Damage modelling of reinforced concrete beams. Advances in Engineering Software, 38( 8-9), Aug./Se 2007. doi:10.1016/j.advengsoft.2006.08.025
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      Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams [Internet]. Advances in Engineering Software. 2007 ; 38( 8-9): Aug./Se 2007.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.025
    • Vancouver

      Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams [Internet]. Advances in Engineering Software. 2007 ; 38( 8-9): Aug./Se 2007.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.025
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS DE CONTORNO

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      ALMEIDA, Valério da Silva e PAIVA, João Batista de. Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling. Advances in Engineering Software, v. No/Dec. 2007, n. 11-12, p. 835-845, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2006.08.034. Acesso em: 23 maio 2024.
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      Almeida, V. da S., & Paiva, J. B. de. (2007). Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling. Advances in Engineering Software, No/Dec. 2007( 11-12), 835-845. doi:10.1016/j.advengsoft.2006.08.034
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      Almeida V da S, Paiva JB de. Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling [Internet]. Advances in Engineering Software. 2007 ; No/Dec. 2007( 11-12): 835-845.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.034
    • Vancouver

      Almeida V da S, Paiva JB de. Static analysis of soil/pile interaction in layered soil by BEM/BEM coupling [Internet]. Advances in Engineering Software. 2007 ; No/Dec. 2007( 11-12): 835-845.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.034
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: DINÂMICA DAS ESTRUTURAS, ONDAS SÍSMICAS

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      LAIER, José Elias. Mass lumping, dispersive properties and bifurcation of Timoshenko's flexural waves. Advances in Engineering Software, v. 38, n. 8-9, p. Aug./Se 2007, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2006.08.018. Acesso em: 23 maio 2024.
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      Laier, J. E. (2007). Mass lumping, dispersive properties and bifurcation of Timoshenko's flexural waves. Advances in Engineering Software, 38( 8-9), Aug./Se 2007. doi:10.1016/j.advengsoft.2006.08.018
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      Laier JE. Mass lumping, dispersive properties and bifurcation of Timoshenko's flexural waves [Internet]. Advances in Engineering Software. 2007 ; 38( 8-9): Aug./Se 2007.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.018
    • Vancouver

      Laier JE. Mass lumping, dispersive properties and bifurcation of Timoshenko's flexural waves [Internet]. Advances in Engineering Software. 2007 ; 38( 8-9): Aug./Se 2007.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.018
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: DIFERENÇAS FINITAS, ONDAS SÍSMICAS, EFEITOS SÍSMICOS NAS ESTRUTURAS, VIGAS

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      LAIER, José Elias. Dispersive and spurious reflections of Timoshenko's flexural waves in numerical simulations. Advances in Engineering Software, v. 33, p. 605-610, 2002Tradução . . Disponível em: https://doi.org/10.1016/s0965-9978(02)00078-9. Acesso em: 23 maio 2024.
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      Laier, J. E. (2002). Dispersive and spurious reflections of Timoshenko's flexural waves in numerical simulations. Advances in Engineering Software, 33, 605-610. doi:10.1016/s0965-9978(02)00078-9
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      Laier JE. Dispersive and spurious reflections of Timoshenko's flexural waves in numerical simulations [Internet]. Advances in Engineering Software. 2002 ; 33 605-610.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/s0965-9978(02)00078-9
    • Vancouver

      Laier JE. Dispersive and spurious reflections of Timoshenko's flexural waves in numerical simulations [Internet]. Advances in Engineering Software. 2002 ; 33 605-610.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/s0965-9978(02)00078-9
  • Source: Advances in Engineering Software. Unidade: EESC

    Assunto: DINÂMICA DAS ESTRUTURAS

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      LAIER, José Elias. Hermitiam one-step numerical integration algorithm for structural dynamic equations. Advances in Engineering Software, v. 31, n. 3, p. 203-206, 2000Tradução . . Disponível em: https://doi.org/10.1016/s0965-9978(99)00040-x. Acesso em: 23 maio 2024.
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      Laier, J. E. (2000). Hermitiam one-step numerical integration algorithm for structural dynamic equations. Advances in Engineering Software, 31( 3), 203-206. doi:10.1016/s0965-9978(99)00040-x
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      Laier JE. Hermitiam one-step numerical integration algorithm for structural dynamic equations [Internet]. Advances in Engineering Software. 2000 ; 31( 3): 203-206.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/s0965-9978(99)00040-x
    • Vancouver

      Laier JE. Hermitiam one-step numerical integration algorithm for structural dynamic equations [Internet]. Advances in Engineering Software. 2000 ; 31( 3): 203-206.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/s0965-9978(99)00040-x
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: MÉTODOS NUMÉRICOS, INTERAÇÃO SOLO-ESTRUTURA

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      PAIVA, João Batista de e TRONDI, Renata Romanelli. Boundary element analysis of capped and uncapped pile groups. Advances in Engineering Software, v. 30, n. 9-11, p. 715-724, 1999Tradução . . Disponível em: https://doi.org/10.1016/s0965-9978(98)00109-4. Acesso em: 23 maio 2024.
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      Paiva, J. B. de, & Trondi, R. R. (1999). Boundary element analysis of capped and uncapped pile groups. Advances in Engineering Software, 30( 9-11), 715-724. doi:10.1016/s0965-9978(98)00109-4
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      Paiva JB de, Trondi RR. Boundary element analysis of capped and uncapped pile groups [Internet]. Advances in Engineering Software. 1999 ; 30( 9-11): 715-724.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/s0965-9978(98)00109-4
    • Vancouver

      Paiva JB de, Trondi RR. Boundary element analysis of capped and uncapped pile groups [Internet]. Advances in Engineering Software. 1999 ; 30( 9-11): 715-724.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/s0965-9978(98)00109-4
  • Source: Advances in Engineering Software. Unidade: EP

    Subjects: MECÂNICA DAS ESTRUTURAS, ESTABILIDADE ESTRUTURAL

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      LINDENBERG NETO, Henrique. Numerical conditioning in structural solutions. Advances in Engineering Software, v. 19, n. 3, p. 129-142, 1994Tradução . . Disponível em: https://repositorio.usp.br/directbitstream/d170af4a-3098-46a7-a4c7-14321d924a16/Lindenberg-1994-numerical.pdf. Acesso em: 23 maio 2024.
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      Lindenberg Neto, H. (1994). Numerical conditioning in structural solutions. Advances in Engineering Software, 19( 3), 129-142. Recuperado de https://repositorio.usp.br/directbitstream/d170af4a-3098-46a7-a4c7-14321d924a16/Lindenberg-1994-numerical.pdf
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      Lindenberg Neto H. Numerical conditioning in structural solutions [Internet]. Advances in Engineering Software. 1994 ; 19( 3): 129-142.[citado 2024 maio 23 ] Available from: https://repositorio.usp.br/directbitstream/d170af4a-3098-46a7-a4c7-14321d924a16/Lindenberg-1994-numerical.pdf
    • Vancouver

      Lindenberg Neto H. Numerical conditioning in structural solutions [Internet]. Advances in Engineering Software. 1994 ; 19( 3): 129-142.[citado 2024 maio 23 ] Available from: https://repositorio.usp.br/directbitstream/d170af4a-3098-46a7-a4c7-14321d924a16/Lindenberg-1994-numerical.pdf
  • Source: Advances in Engineering Software. Unidade: EESC

    Assunto: MÉTODO DOS ELEMENTOS DE CONTORNO

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    • ABNT

      PAIVA, João Batista de e VENTURINI, W S. Alternative technique for the solution of plate bending problems using the boundary element method. Advances in Engineering Software, v. 14, n. 4 , p. 265-71, 1992Tradução . . Disponível em: https://doi.org/10.1016/0965-9978(92)90003-x. Acesso em: 23 maio 2024.
    • APA

      Paiva, J. B. de, & Venturini, W. S. (1992). Alternative technique for the solution of plate bending problems using the boundary element method. Advances in Engineering Software, 14( 4 ), 265-71. doi:10.1016/0965-9978(92)90003-x
    • NLM

      Paiva JB de, Venturini WS. Alternative technique for the solution of plate bending problems using the boundary element method [Internet]. Advances in Engineering Software. 1992 ;14( 4 ): 265-71.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/0965-9978(92)90003-x
    • Vancouver

      Paiva JB de, Venturini WS. Alternative technique for the solution of plate bending problems using the boundary element method [Internet]. Advances in Engineering Software. 1992 ;14( 4 ): 265-71.[citado 2024 maio 23 ] Available from: https://doi.org/10.1016/0965-9978(92)90003-x

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