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  • Source: International Journal of Geosynthetics and Ground Engineering. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, TRANSIENTES HIDRÁULICOS, BARRAGENS DE TERRA, PRECIPITAÇÃO ATMOSFÉRICA, ESTRUTURAS

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      TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, v. 10, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s40891-024-00571-1. Acesso em: 15 nov. 2024.
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      Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2024). Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, 10, 1-17. doi:10.1007/s40891-024-00571-1
    • NLM

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
    • Vancouver

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
  • Source: Geotechnical and Geological Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CISALHAMENTO, TALUDES, ESTRUTURAS

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      TORRICO SIACARA, Adrian e BECK, André Teófilo e JI, J. Impact of random field simulations on FEM-based earth slope reliability. Geotechnical and Geological Engineering, p. 1-19, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s10706-024-02956-5. Acesso em: 15 nov. 2024.
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      Torrico Siacara, A., Beck, A. T., & Ji, J. (2024). Impact of random field simulations on FEM-based earth slope reliability. Geotechnical and Geological Engineering, 1-19. doi:10.1007/s10706-024-02956-5
    • NLM

      Torrico Siacara A, Beck AT, Ji J. Impact of random field simulations on FEM-based earth slope reliability [Internet]. Geotechnical and Geological Engineering. 2024 ; 1-19.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s10706-024-02956-5
    • Vancouver

      Torrico Siacara A, Beck AT, Ji J. Impact of random field simulations on FEM-based earth slope reliability [Internet]. Geotechnical and Geological Engineering. 2024 ; 1-19.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s10706-024-02956-5
  • Source: Structural and Multidisciplinary Optimization. Unidade: EESC

    Subjects: CONSTRUÇÃO CIVIL, TOPOLOGIA, ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS

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      RIBEIRO, Tiago et al. Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study. Structural and Multidisciplinary Optimization, v. 67, n. 6, p. 1-34, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s00158-024-03799-7. Acesso em: 15 nov. 2024.
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      Ribeiro, T., Bernardo, L., Carrazedo, R., & De Domenico, D. (2024). Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study. Structural and Multidisciplinary Optimization, 67( 6), 1-34. doi:10.1007/s00158-024-03799-7
    • NLM

      Ribeiro T, Bernardo L, Carrazedo R, De Domenico D. Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study [Internet]. Structural and Multidisciplinary Optimization. 2024 ; 67( 6): 1-34.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s00158-024-03799-7
    • Vancouver

      Ribeiro T, Bernardo L, Carrazedo R, De Domenico D. Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study [Internet]. Structural and Multidisciplinary Optimization. 2024 ; 67( 6): 1-34.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s00158-024-03799-7
  • Source: SN Applied Sciences. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, ESTRUTURAS

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      TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam in operating conditions using direct coupling. SN Applied Sciences, v. 4, p. 1-23, 2022Tradução . . Disponível em: https://dx.doi.org/10.1007/s42452-022-04980-7. Acesso em: 15 nov. 2024.
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      Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2022). Reliability analysis of an earth dam in operating conditions using direct coupling. SN Applied Sciences, 4, 1-23. doi:10.1007/s42452-022-04980-7
    • NLM

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam in operating conditions using direct coupling [Internet]. SN Applied Sciences. 2022 ; 4 1-23.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s42452-022-04980-7
    • Vancouver

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam in operating conditions using direct coupling [Internet]. SN Applied Sciences. 2022 ; 4 1-23.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s42452-022-04980-7
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: MATERIAIS POROSOS, MÉTODO DOS ELEMENTOS FINITOS

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      SANTOS, Wanderson Ferreira dos e FERREIRA, Ayrton Ribeiro e PROENÇA, Sérgio Persival Baroncini. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 44, p. 1-17, 2022Tradução . . Disponível em: https://dx.doi.org/10.1007/s40430-022-03483-1. Acesso em: 15 nov. 2024.
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      Santos, W. F. dos, Ferreira, A. R., & Proença, S. P. B. (2022). Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 44, 1-17. doi:10.1007/s40430-022-03483-1
    • NLM

      Santos WF dos, Ferreira AR, Proença SPB. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2022 ; 44 1-17.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s40430-022-03483-1
    • Vancouver

      Santos WF dos, Ferreira AR, Proença SPB. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2022 ; 44 1-17.[citado 2024 nov. 15 ] Available from: https://dx.doi.org/10.1007/s40430-022-03483-1
  • Source: Structural and Multidisciplinary Optimization. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, ESTRUTURAS, ESTRUTURAS

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      GOMES, Wellison José de Santana e GARMBIS, Alexandre Galiani e BECK, André Teófilo. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems. Structural and Multidisciplinary Optimization, v. 65, n. 3, p. 1-20, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00158-022-03182-4. Acesso em: 15 nov. 2024.
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      Gomes, W. J. de S., Garmbis, A. G., & Beck, A. T. (2022). Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems. Structural and Multidisciplinary Optimization, 65( 3), 1-20. doi:10.1007/s00158-022-03182-4
    • NLM

      Gomes WJ de S, Garmbis AG, Beck AT. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems [Internet]. Structural and Multidisciplinary Optimization. 2022 ; 65( 3): 1-20.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00158-022-03182-4
    • Vancouver

      Gomes WJ de S, Garmbis AG, Beck AT. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems [Internet]. Structural and Multidisciplinary Optimization. 2022 ; 65( 3): 1-20.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00158-022-03182-4
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: PLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      CODA, Humberto Breves. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications. Computational Mechanics, p. [1-22], 2021Tradução . . Disponível em: https://doi.org/10.1007/s00466-021-02092-4. Acesso em: 15 nov. 2024.
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      Coda, H. B. (2021). A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications. Computational Mechanics, [1-22]. doi:10.1007/s00466-021-02092-4
    • NLM

      Coda HB. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications [Internet]. Computational Mechanics. 2021 ; [1-22].[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00466-021-02092-4
    • Vancouver

      Coda HB. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications [Internet]. Computational Mechanics. 2021 ; [1-22].[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00466-021-02092-4
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: ESTRUTURAS, ELASTICIDADE DAS ESTRUTURAS

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      TONON, Patricia et al. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion. Computational Mechanics, v. 67, p. 413-434, 2021Tradução . . Disponível em: https://doi.org/10.1007/s00466-020-01941-y. Acesso em: 15 nov. 2024.
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      Tonon, P., Sanches, R. A. K., Takizawa, K., & Tezduyar, T. E. (2021). A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion. Computational Mechanics, 67, 413-434. doi:10.1007/s00466-020-01941-y
    • NLM

      Tonon P, Sanches RAK, Takizawa K, Tezduyar TE. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion [Internet]. Computational Mechanics. 2021 ; 67 413-434.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00466-020-01941-y
    • Vancouver

      Tonon P, Sanches RAK, Takizawa K, Tezduyar TE. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion [Internet]. Computational Mechanics. 2021 ; 67 413-434.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00466-020-01941-y
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE CONCRETO ARMADO, CORROSÃO, ESTRUTURAS

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      RAMOS, Evérton Souza e CARRAZEDO, Rogério. Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 42, p. 1-18, 2020Tradução . . Disponível em: https://doi.org/10.1007/s40430-020-02627-5. Acesso em: 15 nov. 2024.
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      Ramos, E. S., & Carrazedo, R. (2020). Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 42, 1-18. doi:10.1007/s40430-020-02627-5
    • NLM

      Ramos ES, Carrazedo R. Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-18.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s40430-020-02627-5
    • Vancouver

      Ramos ES, Carrazedo R. Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-18.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s40430-020-02627-5
  • Source: The International Journal of Life Cycle Assessment. Unidade: EESC

    Subjects: PAINÉIS, CICLO DE VIDA, MANUFATURA, ESTRUTURAS

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      SILVA, Diogo Aparecido Lopes et al. Life cycle assessment of a hot-pressing machine to manufacture particleboards: hotspots, environmental indicators, and solutions. The International Journal of Life Cycle Assessment, v. 25, p. 1059-1077, 2020Tradução . . Disponível em: https://doi.org/10.1007/s11367-020-01755-3. Acesso em: 15 nov. 2024.
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      Silva, D. A. L., Firmino, A. S., Ferro, F. S., Christoforo, A. L., Leite, F. R., Lahr, F. A. R., & Kellens, K. (2020). Life cycle assessment of a hot-pressing machine to manufacture particleboards: hotspots, environmental indicators, and solutions. The International Journal of Life Cycle Assessment, 25, 1059-1077. doi:10.1007/s11367-020-01755-3
    • NLM

      Silva DAL, Firmino AS, Ferro FS, Christoforo AL, Leite FR, Lahr FAR, Kellens K. Life cycle assessment of a hot-pressing machine to manufacture particleboards: hotspots, environmental indicators, and solutions [Internet]. The International Journal of Life Cycle Assessment. 2020 ; 25 1059-1077.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s11367-020-01755-3
    • Vancouver

      Silva DAL, Firmino AS, Ferro FS, Christoforo AL, Leite FR, Lahr FAR, Kellens K. Life cycle assessment of a hot-pressing machine to manufacture particleboards: hotspots, environmental indicators, and solutions [Internet]. The International Journal of Life Cycle Assessment. 2020 ; 25 1059-1077.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s11367-020-01755-3
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PLASTICIDADE DAS ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

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      CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 42, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1007/s40430-020-02344-z. Acesso em: 15 nov. 2024.
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      Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2020). Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 42, 1-17. doi:10.1007/s40430-020-02344-z
    • NLM

      Carvalho PRP, Coda HB, Sanches RAK. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-17.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s40430-020-02344-z
    • Vancouver

      Carvalho PRP, Coda HB, Sanches RAK. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-17.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s40430-020-02344-z
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ARGAMASSA, ESTRUTURAS

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      DIAS, Allan Patrick Cordeiro e PROENÇA, Sérgio Persival Baroncini e BITTENCOURT, Marco Lúcio. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces. Computational Mechanics, v. 64, n. 1, p. 88-112, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-018-1658-6. Acesso em: 15 nov. 2024.
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      Dias, A. P. C., Proença, S. P. B., & Bittencourt, M. L. (2019). High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces. Computational Mechanics, 64( 1), 88-112. doi:10.1007/s00466-018-1658-6
    • NLM

      Dias APC, Proença SPB, Bittencourt ML. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces [Internet]. Computational Mechanics. 2019 ; 64( 1): 88-112.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00466-018-1658-6
    • Vancouver

      Dias APC, Proença SPB, Bittencourt ML. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces [Internet]. Computational Mechanics. 2019 ; 64( 1): 88-112.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00466-018-1658-6
  • Source: Structural and Multidisciplinary Optimization. Unidade: EESC

    Subjects: ROBUSTEZ, TENSÃO ESTRUTURAL, TOPOLOGIA, ESTRUTURAS

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      SILVA, Gustavo Assis da e CARDOSO, Eduardo Lenz e BECK, André Teófilo. Non-probabilistic robust continuum topology optimization with stress constraints. Structural and Multidisciplinary Optimization, v. 59, n. 4, p. 1181-1197, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00158-018-2122-0. Acesso em: 15 nov. 2024.
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      Silva, G. A. da, Cardoso, E. L., & Beck, A. T. (2019). Non-probabilistic robust continuum topology optimization with stress constraints. Structural and Multidisciplinary Optimization, 59( 4), 1181-1197. doi:10.1007/s00158-018-2122-0
    • NLM

      Silva GA da, Cardoso EL, Beck AT. Non-probabilistic robust continuum topology optimization with stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 59( 4): 1181-1197.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00158-018-2122-0
    • Vancouver

      Silva GA da, Cardoso EL, Beck AT. Non-probabilistic robust continuum topology optimization with stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 59( 4): 1181-1197.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00158-018-2122-0
  • Source: Computational Mechanics. Unidade: EESC

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

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      FERNANDES, Jeferson Willian Dossa e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element. Computational Mechanics, v. 63, n. 3, p. 555-569, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-018-1609-2. Acesso em: 15 nov. 2024.
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      Fernandes, J. W. D., Coda, H. B., & Sanches, R. A. K. (2019). ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element. Computational Mechanics, 63( 3), 555-569. doi:10.1007/s00466-018-1609-2
    • NLM

      Fernandes JWD, Coda HB, Sanches RAK. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element [Internet]. Computational Mechanics. 2019 ; 63( 3): 555-569.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00466-018-1609-2
    • Vancouver

      Fernandes JWD, Coda HB, Sanches RAK. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element [Internet]. Computational Mechanics. 2019 ; 63( 3): 555-569.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00466-018-1609-2
  • Source: Structural and Multidisciplinary Optimization. Unidade: EESC

    Assunto: ESTRUTURAS

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      TORII, André Jacomel et al. A performance measure approach for risk optimization. Structural and Multidisciplinary Optimization, v. 60, p. 927-947, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00158-019-02243-5. Acesso em: 15 nov. 2024.
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      Torii, A. J., Lopez, R. H., Beck, A. T., & Miguel, L. F. F. (2019). A performance measure approach for risk optimization. Structural and Multidisciplinary Optimization, 60, 927-947. doi:10.1007/s00158-019-02243-5
    • NLM

      Torii AJ, Lopez RH, Beck AT, Miguel LFF. A performance measure approach for risk optimization [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 60 927-947.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00158-019-02243-5
    • Vancouver

      Torii AJ, Lopez RH, Beck AT, Miguel LFF. A performance measure approach for risk optimization [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 60 927-947.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00158-019-02243-5
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, JUNTAS ESTRUTURAIS, ESTRUTURAS

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      SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation. Computational Mechanics, v. 64, p. 1517–1535, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-019-01732-0. Acesso em: 15 nov. 2024.
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      Siqueira, T. M., & Coda, H. B. (2019). Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation. Computational Mechanics, 64, 1517–1535. doi:10.1007/s00466-019-01732-0
    • NLM

      Siqueira TM, Coda HB. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation [Internet]. Computational Mechanics. 2019 ; 64 1517–1535.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00466-019-01732-0
    • Vancouver

      Siqueira TM, Coda HB. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation [Internet]. Computational Mechanics. 2019 ; 64 1517–1535.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00466-019-01732-0
  • Source: Structural and Multidisciplinary Optimization. Unidade: EESC

    Subjects: TOPOLOGIA, TENSÃO ESTRUTURAL, ESTRUTURAS

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      SILVA, Gustavo Assis da e BECK, André Teófilo. Reliability-based topology optimization of continuum structures subject to local stress constraints. Structural and Multidisciplinary Optimization, v. 57, n. 6, p. 2339-2355, 2018Tradução . . Disponível em: https://doi.org/10.1007/s00158-017-1865-3. Acesso em: 15 nov. 2024.
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      Silva, G. A. da, & Beck, A. T. (2018). Reliability-based topology optimization of continuum structures subject to local stress constraints. Structural and Multidisciplinary Optimization, 57( 6), 2339-2355. doi:10.1007/s00158-017-1865-3
    • NLM

      Silva GA da, Beck AT. Reliability-based topology optimization of continuum structures subject to local stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2018 ; 57( 6): 2339-2355.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00158-017-1865-3
    • Vancouver

      Silva GA da, Beck AT. Reliability-based topology optimization of continuum structures subject to local stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2018 ; 57( 6): 2339-2355.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s00158-017-1865-3
  • Source: Journal of Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: TOPOLOGIA (OTIMIZAÇÃO), ESTRUTURAS

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      VENTER, Giuliana Sardi e BECK, André Teófilo e SILVA, Maíra Martins da. A simple hierarchical procedure for parameter identification in robust topology optimization. Journal of Brazilian Society of Mechanical Sciences and Engineering, v. 38, n. 2, p. 679-689, 2016Tradução . . Disponível em: https://doi.org/10.1007/s40430-014-0271-7. Acesso em: 15 nov. 2024.
    • APA

      Venter, G. S., Beck, A. T., & Silva, M. M. da. (2016). A simple hierarchical procedure for parameter identification in robust topology optimization. Journal of Brazilian Society of Mechanical Sciences and Engineering, 38( 2), 679-689. doi:10.1007/s40430-014-0271-7
    • NLM

      Venter GS, Beck AT, Silva MM da. A simple hierarchical procedure for parameter identification in robust topology optimization [Internet]. Journal of Brazilian Society of Mechanical Sciences and Engineering. 2016 ; 38( 2): 679-689.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s40430-014-0271-7
    • Vancouver

      Venter GS, Beck AT, Silva MM da. A simple hierarchical procedure for parameter identification in robust topology optimization [Internet]. Journal of Brazilian Society of Mechanical Sciences and Engineering. 2016 ; 38( 2): 679-689.[citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/s40430-014-0271-7
  • Source: Anais. Conference titles: International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials - HiPerMat. Unidade: EESC

    Subjects: VIGAS PRÉ-MOLDADAS, CONCRETO

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      KRAHL, Pablo Augusto e CARRAZEDO, Ricardo e EL DEBS, Mounir Khalil. Lateral buckling analysis of precast UHPFRC beams. 2016, Anais.. Kassel, Germany: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2016. . Acesso em: 15 nov. 2024.
    • APA

      Krahl, P. A., Carrazedo, R., & El Debs, M. K. (2016). Lateral buckling analysis of precast UHPFRC beams. In Anais. Kassel, Germany: Escola de Engenharia de São Carlos, Universidade de São Paulo.
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      Krahl PA, Carrazedo R, El Debs MK. Lateral buckling analysis of precast UHPFRC beams. Anais. 2016 ;[citado 2024 nov. 15 ]
    • Vancouver

      Krahl PA, Carrazedo R, El Debs MK. Lateral buckling analysis of precast UHPFRC beams. Anais. 2016 ;[citado 2024 nov. 15 ]
  • Source: Agricultural biomass based potential materials. Unidades: FZEA, EESC

    Subjects: ESTRUTURAS (APLICAÇÕES), FIBRAS NATURAIS, POLÍMEROS (MATERIAIS)

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      FIORELLI, Juliano et al. Natural fiber-reinforcement polymer for structural application. Agricultural biomass based potential materials. Tradução . Cham: Springer International Publishing Switzerland, 2015. . Disponível em: https://doi.org/10.1007/978-3-319-13847-3_2. Acesso em: 15 nov. 2024.
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      Fiorelli, J., Rempe, N., Molina, J. C., & Dias, A. A. (2015). Natural fiber-reinforcement polymer for structural application. In Agricultural biomass based potential materials. Cham: Springer International Publishing Switzerland. doi:10.1007/978-3-319-13847-3_2
    • NLM

      Fiorelli J, Rempe N, Molina JC, Dias AA. Natural fiber-reinforcement polymer for structural application [Internet]. In: Agricultural biomass based potential materials. Cham: Springer International Publishing Switzerland; 2015. [citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/978-3-319-13847-3_2
    • Vancouver

      Fiorelli J, Rempe N, Molina JC, Dias AA. Natural fiber-reinforcement polymer for structural application [Internet]. In: Agricultural biomass based potential materials. Cham: Springer International Publishing Switzerland; 2015. [citado 2024 nov. 15 ] Available from: https://doi.org/10.1007/978-3-319-13847-3_2

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