Filtros : "EESC" "Latin American Journal of Solids and Structures" Removidos: "Silva, Ivan Nunes da" "Grã-Bretanha (Reino Unido, UK)" Limpar

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

    Subjects: ORTODONTIA, BIOMECÂNICA, ESTRUTURAS

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      GARCÍA SÁNCHEZ, Jesus Antonio e CODA, Humberto Breves. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics. Latin American Journal of Solids and Structures, v. 15, n. 5, p. 1-18, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78254373. Acesso em: 12 maio 2024.
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      García Sánchez, J. A., & Coda, H. B. (2018). The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics. Latin American Journal of Solids and Structures, 15( 5), 1-18. doi:10.1590/1679-78254373
    • NLM

      García Sánchez JA, Coda HB. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 5): 1-18.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78254373
    • Vancouver

      García Sánchez JA, Coda HB. The search for the centre of resistance of a tooth using a finite element model and the continuum mechanics [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 5): 1-18.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78254373
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, FALHA, ENGENHARIA AERONÁUTICA

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      ANGELO, Marcus Vinícius e RIBEIRO, Marcelo Leite e TITA, Volnei. A computational framework for predicting onset and crack propagation in composite structures via extended Finite Element Method (XFEM). Latin American Journal of Solids and Structures, v. 15, n. 11 (thematic section), p. 1-14, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78254301. Acesso em: 12 maio 2024.
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      Angelo, M. V., Ribeiro, M. L., & Tita, V. (2018). A computational framework for predicting onset and crack propagation in composite structures via extended Finite Element Method (XFEM). Latin American Journal of Solids and Structures, 15( 11 (thematic section), 1-14. doi:10.1590/1679-78254301
    • NLM

      Angelo MV, Ribeiro ML, Tita V. A computational framework for predicting onset and crack propagation in composite structures via extended Finite Element Method (XFEM) [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11 (thematic section): 1-14.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78254301
    • Vancouver

      Angelo MV, Ribeiro ML, Tita V. A computational framework for predicting onset and crack propagation in composite structures via extended Finite Element Method (XFEM) [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11 (thematic section): 1-14.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78254301
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      SATO, Fernando Massami e PIEDADE NETO, Dorival e PROENÇA, Sérgio Persival Baroncini. Numerical experiments with the generalized finite element method based on a flat-top partition of unity. Latin American Journal of Solids and Structures, v. 15, n. 11, p. e65 1-16, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78253112. Acesso em: 12 maio 2024.
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      Sato, F. M., Piedade Neto, D., & Proença, S. P. B. (2018). Numerical experiments with the generalized finite element method based on a flat-top partition of unity. Latin American Journal of Solids and Structures, 15( 11), e65 1-16. doi:10.1590/1679-78253112
    • NLM

      Sato FM, Piedade Neto D, Proença SPB. Numerical experiments with the generalized finite element method based on a flat-top partition of unity [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11): e65 1-16.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78253112
    • Vancouver

      Sato FM, Piedade Neto D, Proença SPB. Numerical experiments with the generalized finite element method based on a flat-top partition of unity [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11): e65 1-16.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78253112
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: VIBRAÇÕES, MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA AERONÁUTICA

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      MARQUES, Denys Eduardo Teixeira et al. Structural health monitoring of sandwich structures based on dynamic analysis. Latin American Journal of Solids and Structures, v. 15, n. 11, p. 1-22, 2018Tradução . . Disponível em: https://doi.org/10.1590/1679-78254309. Acesso em: 12 maio 2024.
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      Marques, D. E. T., Flor, F. R., Medeiros, R. de, Pagani Júnior, C. do C., & Tita, V. (2018). Structural health monitoring of sandwich structures based on dynamic analysis. Latin American Journal of Solids and Structures, 15( 11), 1-22. doi:10.1590/1679-78254309
    • NLM

      Marques DET, Flor FR, Medeiros R de, Pagani Júnior C do C, Tita V. Structural health monitoring of sandwich structures based on dynamic analysis [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11): 1-22.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78254309
    • Vancouver

      Marques DET, Flor FR, Medeiros R de, Pagani Júnior C do C, Tita V. Structural health monitoring of sandwich structures based on dynamic analysis [Internet]. Latin American Journal of Solids and Structures. 2018 ; 15( 11): 1-22.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78254309
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

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

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      SANCHES, Rodolfo André Kuche e CODA, Humberto Breves. Flexible multibody dynamics finite element formulation applied to structural progressive collapse analysis. Latin American Journal of Solids and Structures, v. 14, n. Ja 2017, p. 52-71, 2017Tradução . . Disponível em: https://doi.org/10.1590/1679-78253112. Acesso em: 12 maio 2024.
    • APA

      Sanches, R. A. K., & Coda, H. B. (2017). Flexible multibody dynamics finite element formulation applied to structural progressive collapse analysis. Latin American Journal of Solids and Structures, 14( Ja 2017), 52-71. doi:10.1590/1679-78253112
    • NLM

      Sanches RAK, Coda HB. Flexible multibody dynamics finite element formulation applied to structural progressive collapse analysis [Internet]. Latin American Journal of Solids and Structures. 2017 ; 14( Ja 2017): 52-71.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78253112
    • Vancouver

      Sanches RAK, Coda HB. Flexible multibody dynamics finite element formulation applied to structural progressive collapse analysis [Internet]. Latin American Journal of Solids and Structures. 2017 ; 14( Ja 2017): 52-71.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78253112
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONEXÕES ESTRUTURAIS, ESTRUTURAS

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      SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. Development of sliding connections for structural analysis by a total lagrangian FEM formulation. Latin American Journal of Solids and Structures, v. No 2016, n. 11, p. 2059-2087, 2016Tradução . . Disponível em: https://doi.org/10.1590/1679-78252494. Acesso em: 12 maio 2024.
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      Siqueira, T. M., & Coda, H. B. (2016). Development of sliding connections for structural analysis by a total lagrangian FEM formulation. Latin American Journal of Solids and Structures, No 2016( 11), 2059-2087. doi:10.1590/1679-78252494
    • NLM

      Siqueira TM, Coda HB. Development of sliding connections for structural analysis by a total lagrangian FEM formulation [Internet]. Latin American Journal of Solids and Structures. 2016 ; No 2016( 11): 2059-2087.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78252494
    • Vancouver

      Siqueira TM, Coda HB. Development of sliding connections for structural analysis by a total lagrangian FEM formulation [Internet]. Latin American Journal of Solids and Structures. 2016 ; No 2016( 11): 2059-2087.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78252494
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: REOLOGIA, VIBRAÇÕES, VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      MADEIRA, Raphael Henrique e CODA, Humberto Breves. Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control. Latin American Journal of Solids and Structures, v. 13, n. Ja/May. 2016, p. 964-991, 2016Tradução . . Disponível em: https://doi.org/10.1590/1679-78252624. Acesso em: 12 maio 2024.
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      Madeira, R. H., & Coda, H. B. (2016). Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control. Latin American Journal of Solids and Structures, 13( Ja/May. 2016), 964-991. doi:10.1590/1679-78252624
    • NLM

      Madeira RH, Coda HB. Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control [Internet]. Latin American Journal of Solids and Structures. 2016 ; 13( Ja/May. 2016): 964-991.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78252624
    • Vancouver

      Madeira RH, Coda HB. Kelvin viscoelasticity and lagrange multipliers applied to the simulation of nonlinear structural vibration control [Internet]. Latin American Journal of Solids and Structures. 2016 ; 13( Ja/May. 2016): 964-991.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78252624
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      COTTA, Igor Frederico Stoianov e PROENÇA, Sérgio Persival Baroncini. The splitting method and the GFEMin the two-dimensional analysis of linear elastic domains with multiple cracks. Latin American Journal of Solids and Structures, v. 13, n. 14, p. 2573-2605, 2016Tradução . . Disponível em: https://doi.org/10.1590/1679-78252859. Acesso em: 12 maio 2024.
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      Cotta, I. F. S., & Proença, S. P. B. (2016). The splitting method and the GFEMin the two-dimensional analysis of linear elastic domains with multiple cracks. Latin American Journal of Solids and Structures, 13( 14), 2573-2605. doi:10.1590/1679-78252859
    • NLM

      Cotta IFS, Proença SPB. The splitting method and the GFEMin the two-dimensional analysis of linear elastic domains with multiple cracks [Internet]. Latin American Journal of Solids and Structures. 2016 ; 13( 14): 2573-2605.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78252859
    • Vancouver

      Cotta IFS, Proença SPB. The splitting method and the GFEMin the two-dimensional analysis of linear elastic domains with multiple cracks [Internet]. Latin American Journal of Solids and Structures. 2016 ; 13( 14): 2573-2605.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78252859
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), MÉTODO DE MONTE CARLO, BENCHMARKING (ESTUDO)

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      SANTOS, Ketson Roberto Maximiano dos e BECK, André Teófilo. A benchmark study on intelligent sampling techniques in Monte Carlo simulation. Latin American Journal of Solids and Structures, v. 12, n. 4, p. 624-648, 2015Tradução . . Disponível em: https://doi.org/10.1590/1679-78251245. Acesso em: 12 maio 2024.
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      Santos, K. R. M. dos, & Beck, A. T. (2015). A benchmark study on intelligent sampling techniques in Monte Carlo simulation. Latin American Journal of Solids and Structures, 12( 4), 624-648. doi:10.1590/1679-78251245
    • NLM

      Santos KRM dos, Beck AT. A benchmark study on intelligent sampling techniques in Monte Carlo simulation [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 4): 624-648.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78251245
    • Vancouver

      Santos KRM dos, Beck AT. A benchmark study on intelligent sampling techniques in Monte Carlo simulation [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 4): 624-648.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78251245
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

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

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      PACCOLA, Rodrigo Ribeiro e SAMPAIO, Maria do Socorro Martins e CODA, Humberto Breves. Fiber-matrix contact stress analysis for elastic 2D composite solids. Latin American Journal of Solids and Structures, v. 12, n. 3, p. 583-611, 2015Tradução . . Disponível em: https://doi.org/10.1590/1679-78251282. Acesso em: 12 maio 2024.
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      Paccola, R. R., Sampaio, M. do S. M., & Coda, H. B. (2015). Fiber-matrix contact stress analysis for elastic 2D composite solids. Latin American Journal of Solids and Structures, 12( 3), 583-611. doi:10.1590/1679-78251282
    • NLM

      Paccola RR, Sampaio M do SM, Coda HB. Fiber-matrix contact stress analysis for elastic 2D composite solids [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 3): 583-611.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78251282
    • Vancouver

      Paccola RR, Sampaio M do SM, Coda HB. Fiber-matrix contact stress analysis for elastic 2D composite solids [Internet]. Latin American Journal of Solids and Structures. 2015 ; 12( 3): 583-611.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/1679-78251282
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

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

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      ROCHA, Fabio Carlos da e VENTURINI, Wilson Sérgio e CODA, Humberto Breves. Sliding frame-solid interaction using BEM/FEM coupling. Latin American Journal of Solids and Structures, v. 11, n. 8, p. 1376-1399, 2014Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252014000800006. Acesso em: 12 maio 2024.
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      Rocha, F. C. da, Venturini, W. S., & Coda, H. B. (2014). Sliding frame-solid interaction using BEM/FEM coupling. Latin American Journal of Solids and Structures, 11( 8), 1376-1399. doi:10.1590/s1679-78252014000800006
    • NLM

      Rocha FC da, Venturini WS, Coda HB. Sliding frame-solid interaction using BEM/FEM coupling [Internet]. Latin American Journal of Solids and Structures. 2014 ; 11( 8): 1376-1399.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252014000800006
    • Vancouver

      Rocha FC da, Venturini WS, Coda HB. Sliding frame-solid interaction using BEM/FEM coupling [Internet]. Latin American Journal of Solids and Structures. 2014 ; 11( 8): 1376-1399.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252014000800006
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, LAMINADOS, CONEXÕES ESTRUTURAIS, MÉTODO DOS ELEMENTOS FINITOS

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      REIS, Marcelo Campos Junqueira e CODA, Humberto Breves. Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM. Latin American Journal of Solids and Structures, v. 11, n. 7, p. 1163-1189, 2014Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252014000700006. Acesso em: 12 maio 2024.
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      Reis, M. C. J., & Coda, H. B. (2014). Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM. Latin American Journal of Solids and Structures, 11( 7), 1163-1189. doi:10.1590/s1679-78252014000700006
    • NLM

      Reis MCJ, Coda HB. Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM [Internet]. Latin American Journal of Solids and Structures. 2014 ; 11( 7): 1163-1189.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252014000700006
    • Vancouver

      Reis MCJ, Coda HB. Physical and geometrical non-linear analysis of plane frames considering elastoplastic semi-rigid connections by the positional FEM [Internet]. Latin American Journal of Solids and Structures. 2014 ; 11( 7): 1163-1189.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252014000700006
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MECÂNICA DO DANO, PLASTICIDADE DAS ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, MÉTODO DOS ELEMENTOS FINITOS

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      NOGUEIRA, Caio Gorla e VENTURINI, Wilson Sérgio e CODA, Humberto Breves. Material and geometric nonlinear analysis of reinforced concrete frame structures considering the influence of shear strength complementary mechanisms. Latin American Journal of Solids and Structures, v. 10, n. 5, p. 953-980, 2013Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252013000500006. Acesso em: 12 maio 2024.
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      Nogueira, C. G., Venturini, W. S., & Coda, H. B. (2013). Material and geometric nonlinear analysis of reinforced concrete frame structures considering the influence of shear strength complementary mechanisms. Latin American Journal of Solids and Structures, 10( 5), 953-980. doi:10.1590/s1679-78252013000500006
    • NLM

      Nogueira CG, Venturini WS, Coda HB. Material and geometric nonlinear analysis of reinforced concrete frame structures considering the influence of shear strength complementary mechanisms [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 5): 953-980.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252013000500006
    • Vancouver

      Nogueira CG, Venturini WS, Coda HB. Material and geometric nonlinear analysis of reinforced concrete frame structures considering the influence of shear strength complementary mechanisms [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 5): 953-980.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252013000500006
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, DEFORMAÇÃO ESTRUTURAL, BORRACHA, HOMOGENEIZAÇÃO

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      PASCON, João Paulo e CODA, Humberto Breves. A shell finite element formulation to analyze highly deformable rubber-like materials. Latin American Journal of Solids and Structures, v. 10, n. 6, p. 1177-1209, 2013Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252013000600006. Acesso em: 12 maio 2024.
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      Pascon, J. P., & Coda, H. B. (2013). A shell finite element formulation to analyze highly deformable rubber-like materials. Latin American Journal of Solids and Structures, 10( 6), 1177-1209. doi:10.1590/s1679-78252013000600006
    • NLM

      Pascon JP, Coda HB. A shell finite element formulation to analyze highly deformable rubber-like materials [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 6): 1177-1209.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252013000600006
    • Vancouver

      Pascon JP, Coda HB. A shell finite element formulation to analyze highly deformable rubber-like materials [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 6): 1177-1209.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252013000600006
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: SEGURANÇA ESTRUTURAL, VENTO (PROJETO)

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      BECK, André Teófilo e CORRÊA, Márcio Roberto Silva. New design chart for basic wind speeds in Brazil. Latin American Journal of Solids and Structures, v. 10, n. 4, p. 707-723, 2013Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252013000400003. Acesso em: 12 maio 2024.
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      Beck, A. T., & Corrêa, M. R. S. (2013). New design chart for basic wind speeds in Brazil. Latin American Journal of Solids and Structures, 10( 4), 707-723. doi:10.1590/s1679-78252013000400003
    • NLM

      Beck AT, Corrêa MRS. New design chart for basic wind speeds in Brazil [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 4): 707-723.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252013000400003
    • Vancouver

      Beck AT, Corrêa MRS. New design chart for basic wind speeds in Brazil [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 4): 707-723.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252013000400003
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PYTHON, MULTIPROGRAMAÇÃO E MULTIPROCESSAMENTO

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      PIEDADE NETO, Dorival e FERREIRA, Manoel Dênis Costa e PROENÇA, Sergio Persival Baroncini. An object-oriented class design for the generalized finite element method programming. Latin American Journal of Solids and Structures, v. No 2013, n. 6, p. 1267-1291, 2013Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252013000600010. Acesso em: 12 maio 2024.
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      Piedade Neto, D., Ferreira, M. D. C., & Proença, S. P. B. (2013). An object-oriented class design for the generalized finite element method programming. Latin American Journal of Solids and Structures, No 2013( 6), 1267-1291. doi:10.1590/s1679-78252013000600010
    • NLM

      Piedade Neto D, Ferreira MDC, Proença SPB. An object-oriented class design for the generalized finite element method programming [Internet]. Latin American Journal of Solids and Structures. 2013 ; No 2013( 6): 1267-1291.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252013000600010
    • Vancouver

      Piedade Neto D, Ferreira MDC, Proença SPB. An object-oriented class design for the generalized finite element method programming [Internet]. Latin American Journal of Solids and Structures. 2013 ; No 2013( 6): 1267-1291.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252013000600010
  • 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: 12 maio 2024.
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      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 maio 12 ] 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 maio 12 ] Available from: https://doi.org/10.1590/s1679-78252012000200004
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: POLÍMEROS (MATERIAIS), ESTRUTURA DE AERONAVES, MATERIAIS (MODELOS)

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      TITA, Volnei e CALIRI JÚNIOR, Mauricio Francisco. Numerical simulation of anisotropic polymeric foams. Latin American Journal of Solids and Structures, v. 9, n. 2, p. 259-279, 2012Tradução . . Disponível em: https://doi.org/10.1590/S1679-78252012000200005. Acesso em: 12 maio 2024.
    • APA

      Tita, V., & Caliri Júnior, M. F. (2012). Numerical simulation of anisotropic polymeric foams. Latin American Journal of Solids and Structures, 9( 2), 259-279. doi:10.1590/S1679-78252012000200005
    • NLM

      Tita V, Caliri Júnior MF. Numerical simulation of anisotropic polymeric foams [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 259-279.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/S1679-78252012000200005
    • Vancouver

      Tita V, Caliri Júnior MF. Numerical simulation of anisotropic polymeric foams [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 259-279.[citado 2024 maio 12 ] Available from: https://doi.org/10.1590/S1679-78252012000200005
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Assunto: PROCESSOS ESTOCÁSTICOS

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      SILVA JÚNIOR, Cláudio Roberto Ávila da e BECK, André Teófilo e ROSA, Edison da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme. Latin American Journal of Solids and Structures, v. 6, n. 1, p. 51-72, 2009Tradução . . Disponível em: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159. Acesso em: 12 maio 2024.
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      Silva Júnior, C. R. Á. da, Beck, A. T., & Rosa, E. da. (2009). Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme. Latin American Journal of Solids and Structures, 6( 1), 51-72. Recuperado de http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
    • NLM

      Silva Júnior CRÁ da, Beck AT, Rosa E da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 1): 51-72.[citado 2024 maio 12 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
    • Vancouver

      Silva Júnior CRÁ da, Beck AT, Rosa E da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 1): 51-72.[citado 2024 maio 12 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, DINÂMICA DAS ESTRUTURAS, ANÁLISE NÃO LINEAR DE ESTRUTURAS

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      CODA, Humberto Breves. Two dimensional analysis of inflatable structures by the positional FEM. Latin American Journal of Solids and Structures, v. 6, n. 3, p. 187-212, 2009Tradução . . Disponível em: http://www.lajss.org/index.php/LAJSS/article/viewFile/177/190. Acesso em: 12 maio 2024.
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      Coda, H. B. (2009). Two dimensional analysis of inflatable structures by the positional FEM. Latin American Journal of Solids and Structures, 6( 3), 187-212. Recuperado de http://www.lajss.org/index.php/LAJSS/article/viewFile/177/190
    • NLM

      Coda HB. Two dimensional analysis of inflatable structures by the positional FEM [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 3): 187-212.[citado 2024 maio 12 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/177/190
    • Vancouver

      Coda HB. Two dimensional analysis of inflatable structures by the positional FEM [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 3): 187-212.[citado 2024 maio 12 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/177/190

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