Filtros : "Indexado no SCOPUS" "MÉTODO DOS ELEMENTOS DE CONTORNO" "EESC" Removidos: "Costa, Silgia Aparecida da" "Araujo, Ulisses Ferreira de" "Revista Brasileira de Ciência e Movimento" "1924" "Reuniao Anual da Sociedade Brasileira de Bioquimica e Biologia Molecular" Limpar

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  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

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

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      SILVA, Wagner Queiroz e CODA, Humberto Breves. Numerical combination for nonlinear analysis of structures coupled to layered soils. Latin American Journal of Solids and Structures, v. 9, n. 2, p. 235-257, 2012Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252012000200004. Acesso em: 26 jun. 2024.
    • APA

      Silva, W. Q., & Coda, H. B. (2012). Numerical combination for nonlinear analysis of structures coupled to layered soils. Latin American Journal of Solids and Structures, 9( 2), 235-257. doi:10.1590/s1679-78252012000200004
    • NLM

      Silva WQ, Coda HB. Numerical combination for nonlinear analysis of structures coupled to layered soils [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 235-257.[citado 2024 jun. 26 ] Available from: https://doi.org/10.1590/s1679-78252012000200004
    • Vancouver

      Silva WQ, Coda HB. Numerical combination for nonlinear analysis of structures coupled to layered soils [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 235-257.[citado 2024 jun. 26 ] Available from: https://doi.org/10.1590/s1679-78252012000200004
  • 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: 26 jun. 2024.
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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 2024 jun. 26 ] 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 2024 jun. 26 ] Available from: https://doi.org/10.1016/j.enganabound.2008.08.016
  • 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: 26 jun. 2024.
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      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 2024 jun. 26 ] 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 2024 jun. 26 ] 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: 26 jun. 2024.
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      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 2024 jun. 26 ] 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 2024 jun. 26 ] Available from: https://doi.org/10.1016/j.enganabound.2009.04.012
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, PLASTICIDADE DAS ESTRUTURAS

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      BENALLAL, Ahmed e BOTTA, Alexandre Sampaio e VENTURINI, Wilson Sérgio. Consolidation of elastic-plastic saturated porous media by the boundary element method. Computer Methods in Applied Mechanics and Engineering, v. 197, n. 51-52, p. 4626-4644, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2008.06.003. Acesso em: 26 jun. 2024.
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      Benallal, A., Botta, A. S., & Venturini, W. S. (2008). Consolidation of elastic-plastic saturated porous media by the boundary element method. Computer Methods in Applied Mechanics and Engineering, 197( 51-52), 4626-4644. doi:10.1016/j.cma.2008.06.003
    • NLM

      Benallal A, Botta AS, Venturini WS. Consolidation of elastic-plastic saturated porous media by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2008 ; 197( 51-52): 4626-4644.[citado 2024 jun. 26 ] Available from: https://doi.org/10.1016/j.cma.2008.06.003
    • Vancouver

      Benallal A, Botta AS, Venturini WS. Consolidation of elastic-plastic saturated porous media by the boundary element method [Internet]. Computer Methods in Applied Mechanics and Engineering. 2008 ; 197( 51-52): 4626-4644.[citado 2024 jun. 26 ] Available from: https://doi.org/10.1016/j.cma.2008.06.003
  • Source: Computational Mechanics. Unidades: EESC, EP

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA

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      MANZOLI, Osvaldo Luis e VENTURINI, Wilson Sérgio. An implicit BEM formulation to model strong discontinuities in solids. Computational Mechanics, v. No 2007, n. 6, p. 901-909, 2007Tradução . . Disponível em: https://doi.org/10.1007/s00466-006-0149-3. Acesso em: 26 jun. 2024.
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      Manzoli, O. L., & Venturini, W. S. (2007). An implicit BEM formulation to model strong discontinuities in solids. Computational Mechanics, No 2007( 6), 901-909. doi:10.1007/s00466-006-0149-3
    • NLM

      Manzoli OL, Venturini WS. An implicit BEM formulation to model strong discontinuities in solids [Internet]. Computational Mechanics. 2007 ; No 2007( 6): 901-909.[citado 2024 jun. 26 ] Available from: https://doi.org/10.1007/s00466-006-0149-3
    • Vancouver

      Manzoli OL, Venturini WS. An implicit BEM formulation to model strong discontinuities in solids [Internet]. Computational Mechanics. 2007 ; No 2007( 6): 901-909.[citado 2024 jun. 26 ] Available from: https://doi.org/10.1007/s00466-006-0149-3
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO

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      FERNANDES, Gabriela Rezende e VENTURINI, Wilson Sérgio. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams. Engineering Analysis with Boundary Elements, v. 31, n. 8, p. 721-737, 2007Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2006.12.007. Acesso em: 26 jun. 2024.
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      Fernandes, G. R., & Venturini, W. S. (2007). Non-linear boundary element analysis of floor slabs reinforced with rectangular beams. Engineering Analysis with Boundary Elements, 31( 8), 721-737. doi:10.1016/j.enganabound.2006.12.007
    • NLM

      Fernandes GR, Venturini WS. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2007 ; 31( 8): 721-737.[citado 2024 jun. 26 ] Available from: https://doi.org/10.1016/j.enganabound.2006.12.007
    • Vancouver

      Fernandes GR, Venturini WS. Non-linear boundary element analysis of floor slabs reinforced with rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2007 ; 31( 8): 721-737.[citado 2024 jun. 26 ] Available from: https://doi.org/10.1016/j.enganabound.2006.12.007

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