Filtros : "Advances in Engineering Software" "Indexado no Compendex" Removido: "2015" Limpar

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  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: ALGORITMOS GENÉTICOS, MECÂNICA DO DANO

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    • ABNT

      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: 28 nov. 2025.
    • APA

      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
    • NLM

      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 2025 nov. 28 ] 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 2025 nov. 28 ] 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: 28 nov. 2025.
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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 2025 nov. 28 ] 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 2025 nov. 28 ] 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: 28 nov. 2025.
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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
    • NLM

      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 2025 nov. 28 ] 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 2025 nov. 28 ] 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, Marcio 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: 28 nov. 2025.
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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
    • NLM

      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 2025 nov. 28 ] 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 2025 nov. 28 ] 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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    • ABNT

      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: 28 nov. 2025.
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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
    • NLM

      Sanches Júnior F, Venturini WS. Damage modelling of reinforced concrete beams [Internet]. Advances in Engineering Software. 2007 ; 38( 8-9): Aug./Se 2007.[citado 2025 nov. 28 ] 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 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.025
  • 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: 28 nov. 2025.
    • APA

      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
    • NLM

      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 2025 nov. 28 ] 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 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.018
  • 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: 28 nov. 2025.
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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
    • NLM

      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 2025 nov. 28 ] 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 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.advengsoft.2006.08.034

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