Filtros : "Indexado no CADCAM" "EESC-SET" Removidos: "De Nucci, Gilberto" "IQSC" "Pinheiro, Libânio Miranda" "Dinamarca" "gau" Limpar

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  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

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

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    • ABNT

      MATOS FILHO, Rubens Fernandes de e MENDONÇA, Ângelo Vieira e PAIVA, João Batista de. Static boundary element analysis of piles submitted to horizontal and vertical loads. Engineering Analysis with Boundary Elements, v. 29, n. 3, p. 195-203, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2004.10.003. Acesso em: 30 jun. 2024.
    • APA

      Matos Filho, R. F. de, Mendonça, Â. V., & Paiva, J. B. de. (2005). Static boundary element analysis of piles submitted to horizontal and vertical loads. Engineering Analysis with Boundary Elements, 29( 3), 195-203. doi:10.1016/j.enganabound.2004.10.003
    • NLM

      Matos Filho RF de, Mendonça ÂV, Paiva JB de. Static boundary element analysis of piles submitted to horizontal and vertical loads [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 3): 195-203.[citado 2024 jun. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2004.10.003
    • Vancouver

      Matos Filho RF de, Mendonça ÂV, Paiva JB de. Static boundary element analysis of piles submitted to horizontal and vertical loads [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 3): 195-203.[citado 2024 jun. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2004.10.003
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: FRATURA DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO

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    • ABNT

      LEITE, Luciano Gobo Saraiva e VENTURINI, Wilson Sérgio. Boundary element formulation for 2D solids with stiff and soft thin inclusions. Engineering Analysis with Boundary Elements, v. 29, n. 3, p. 257-267, 2005Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2004.12.002. Acesso em: 30 jun. 2024.
    • APA

      Leite, L. G. S., & Venturini, W. S. (2005). Boundary element formulation for 2D solids with stiff and soft thin inclusions. Engineering Analysis with Boundary Elements, 29( 3), 257-267. doi:10.1016/j.enganabound.2004.12.002
    • NLM

      Leite LGS, Venturini WS. Boundary element formulation for 2D solids with stiff and soft thin inclusions [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 3): 257-267.[citado 2024 jun. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2004.12.002
    • Vancouver

      Leite LGS, Venturini WS. Boundary element formulation for 2D solids with stiff and soft thin inclusions [Internet]. Engineering Analysis with Boundary Elements. 2005 ; 29( 3): 257-267.[citado 2024 jun. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2004.12.002
  • Source: Journal of Engineering Mechanics. Unidade: EESC

    Subjects: CONCRETO, MÉTODOS PROBABILÍSTICOS

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    • ABNT

      SILVA, Ana Rita Cordeiro da et al. Probabilistic approach to predict cracking in lightly reinforced microconcrete panels. Journal of Engineering Mechanics, v. 130, n. 8, p. 931-941, 2004Tradução . . Disponível em: http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JENMDT000130000008000931000001&idtype=cvips. Acesso em: 30 jun. 2024.
    • APA

      Silva, A. R. C. da, Proença, S. P. B., Billardon, R., & Hild, F. (2004). Probabilistic approach to predict cracking in lightly reinforced microconcrete panels. Journal of Engineering Mechanics, 130( 8), 931-941. Recuperado de http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JENMDT000130000008000931000001&idtype=cvips
    • NLM

      Silva ARC da, Proença SPB, Billardon R, Hild F. Probabilistic approach to predict cracking in lightly reinforced microconcrete panels [Internet]. Journal of Engineering Mechanics. 2004 ; 130( 8): 931-941.[citado 2024 jun. 30 ] Available from: http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JENMDT000130000008000931000001&idtype=cvips
    • Vancouver

      Silva ARC da, Proença SPB, Billardon R, Hild F. Probabilistic approach to predict cracking in lightly reinforced microconcrete panels [Internet]. Journal of Engineering Mechanics. 2004 ; 130( 8): 931-941.[citado 2024 jun. 30 ] Available from: http://scitation.aip.org/getpdf/servlet/GetPDFServlet?filetype=pdf&id=JENMDT000130000008000931000001&idtype=cvips
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: VISCOELASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS DE CONTORNO, INTEGRAÇÃO

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    • ABNT

      MESQUITA, Arthur Dias e CODA, Humberto Breves. A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method. Engineering Analysis with Boundary Elements, v. 27, n. 9, p. 885-895, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(03)00060-2. Acesso em: 30 jun. 2024.
    • APA

      Mesquita, A. D., & Coda, H. B. (2003). A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method. Engineering Analysis with Boundary Elements, 27( 9), 885-895. doi:10.1016/s0955-7997(03)00060-2
    • NLM

      Mesquita AD, Coda HB. A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 885-895.[citado 2024 jun. 30 ] Available from: https://doi.org/10.1016/s0955-7997(03)00060-2
    • Vancouver

      Mesquita AD, Coda HB. A simple Kelvin and Boltzmann viscoelastic analysis of three-dimensional solids by the boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 885-895.[citado 2024 jun. 30 ] Available from: https://doi.org/10.1016/s0955-7997(03)00060-2
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, FUNDAÇÕES (ENGENHARIA)

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    • ABNT

      MENDONÇA, Ângelo Vieira e PAIVA, João Batista de. An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation. Engineering Analysis with Boundary Elements, v. 27, n. 9, p. 919-933, 2003Tradução . . Disponível em: https://doi.org/10.1016/s0955-7997(03)00061-4. Acesso em: 30 jun. 2024.
    • APA

      Mendonça, Â. V., & Paiva, J. B. de. (2003). An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation. Engineering Analysis with Boundary Elements, 27( 9), 919-933. doi:10.1016/s0955-7997(03)00061-4
    • NLM

      Mendonça ÂV, Paiva JB de. An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 919-933.[citado 2024 jun. 30 ] Available from: https://doi.org/10.1016/s0955-7997(03)00061-4
    • Vancouver

      Mendonça ÂV, Paiva JB de. An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation [Internet]. Engineering Analysis with Boundary Elements. 2003 ; 27( 9): 919-933.[citado 2024 jun. 30 ] Available from: https://doi.org/10.1016/s0955-7997(03)00061-4
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

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

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    • ABNT

      MENDONÇA, A. V. e PAIVA, João Batista de. A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements, v. 24, p. 237-247, 2000Tradução . . Acesso em: 30 jun. 2024.
    • APA

      Mendonça, A. V., & Paiva, J. B. de. (2000). A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements, 24, 237-247.
    • NLM

      Mendonça AV, Paiva JB de. A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements. 2000 ; 24 237-247.[citado 2024 jun. 30 ]
    • Vancouver

      Mendonça AV, Paiva JB de. A boundary element method for the static analysis of raft foundations on piles. Engineering Analysis with Boundary Elements. 2000 ; 24 237-247.[citado 2024 jun. 30 ]

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