Filtros : "BECK, ANDRÉ TEÓFILO" Limpar

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  • Source: Meccanica: An International Journal of Theoretical and Applied Mmechanics. Unidade: EESC

    Subjects: MÉTODO DE MONTE CARLO, ANÁLISE DE INTERVALOS, FALHA, ENGENHARIA MECÂNICA, MANIPULADORES MECÂNICOS

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      VIEIRA, Hiparco Lins; BECK, André Teófilo; SILVA, Maíra Martins da. Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators. Meccanica: An International Journal of Theoretical and Applied Mmechanics, Netherlands, p. 1-15, 2021. Disponível em: < http://dx.doi.org/10.1007/s11012-021-01359-7 > DOI: 10.1007/s11012-021-01359-7.
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      Vieira, H. L., Beck, A. T., & Silva, M. M. da. (2021). Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators. Meccanica: An International Journal of Theoretical and Applied Mmechanics, 1-15. doi:10.1007/s11012-021-01359-7
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      Vieira HL, Beck AT, Silva MM da. Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators [Internet]. Meccanica: An International Journal of Theoretical and Applied Mmechanics. 2021 ; 1-15.Available from: http://dx.doi.org/10.1007/s11012-021-01359-7
    • Vancouver

      Vieira HL, Beck AT, Silva MM da. Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators [Internet]. Meccanica: An International Journal of Theoretical and Applied Mmechanics. 2021 ; 1-15.Available from: http://dx.doi.org/10.1007/s11012-021-01359-7
  • Source: Computers and Geotechnics. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, RISCO, REABILITAÇÃO

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      TORRICO SIACARA, Adrian; FUTAI, Marcos Massao; BECK, André Teófilo. Reliability analysis of rapid drawdown of an earth dam using direct coupling. Computers and Geotechnics, Amsterdam, v. 118, 2020. Disponível em: < https://doi.org/10.1016/j.compgeo.2019.103336 > DOI: 10.1016/j.compgeo.2019.103336.
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      Torrico Siacara, A., Futai, M. M., & Beck, A. T. (2020). Reliability analysis of rapid drawdown of an earth dam using direct coupling. Computers and Geotechnics, 118. doi:10.1016/j.compgeo.2019.103336
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      Torrico Siacara A, Futai MM, Beck AT. Reliability analysis of rapid drawdown of an earth dam using direct coupling [Internet]. Computers and Geotechnics. 2020 ; 118Available from: https://doi.org/10.1016/j.compgeo.2019.103336
    • Vancouver

      Torrico Siacara A, Futai MM, Beck AT. Reliability analysis of rapid drawdown of an earth dam using direct coupling [Internet]. Computers and Geotechnics. 2020 ; 118Available from: https://doi.org/10.1016/j.compgeo.2019.103336
  • Source: Journal of Rock Mechanics and Geotechnical Engineering. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, ANÁLISE DE RISCO, REABILITAÇÃO

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      TORRICO SIACARA, Adrian; NAPA GARCÍA, Gian Franco; BECK, André Teófilo; FUTAI, Marcos Massao. Reliability analysis of earth dams using direct coupling. Journal of Rock Mechanics and Geotechnical Engineering, Amsterdam, v. 12, n. 2, p. 366-380, 2020. Disponível em: < https://doi.org/10.1016/j.jrmge.2019.07.012 > DOI: 10.1016/j.jrmge.2019.07.012.
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      Torrico Siacara, A., Napa García, G. F., Beck, A. T., & Futai, M. M. (2020). Reliability analysis of earth dams using direct coupling. Journal of Rock Mechanics and Geotechnical Engineering, 12( 2), 366-380. doi:10.1016/j.jrmge.2019.07.012
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      Torrico Siacara A, Napa García GF, Beck AT, Futai MM. Reliability analysis of earth dams using direct coupling [Internet]. Journal of Rock Mechanics and Geotechnical Engineering. 2020 ; 12( 2): 366-380.Available from: https://doi.org/10.1016/j.jrmge.2019.07.012
    • Vancouver

      Torrico Siacara A, Napa García GF, Beck AT, Futai MM. Reliability analysis of earth dams using direct coupling [Internet]. Journal of Rock Mechanics and Geotechnical Engineering. 2020 ; 12( 2): 366-380.Available from: https://doi.org/10.1016/j.jrmge.2019.07.012
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

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

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      PELLIZZER, Giovanni Pais; KROETZ, Henrique Machado; LEONEL, Edson Denner; BECK, André Teófilo. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method. Latin American Journal of Solids and Structures, Recife, PE, v. 17, n. 8, p. 1-17, 2020. Disponível em: < http://dx.doi.org/10.1590/1679-78255885 > DOI: 10.1590/1679-78255885.
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      Pellizzer, G. P., Kroetz, H. M., Leonel, E. D., & Beck, A. T. (2020). Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method. Latin American Journal of Solids and Structures, 17( 8), 1-17. doi:10.1590/1679-78255885
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      Pellizzer GP, Kroetz HM, Leonel ED, Beck AT. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-17.Available from: http://dx.doi.org/10.1590/1679-78255885
    • Vancouver

      Pellizzer GP, Kroetz HM, Leonel ED, Beck AT. Time-dependent reliability of reinforced concrete considering chloride penetration via boundary element method [Internet]. Latin American Journal of Solids and Structures. 2020 ; 17( 8): 1-17.Available from: http://dx.doi.org/10.1590/1679-78255885
  • Source: Reliability Engineering and System Safety. Unidade: EESC

    Subjects: ESTRUTURAS, RISCO

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      KROETZ, H. M.; MOUSTAPHA, M.; BECK, André Teófilo; SUDRET, B. A two-level kriging-based approach with active learning for solving time-variant risk optimization problems. Reliability Engineering and System Safety, London, United Kingdom, v. 118, p. 18-27, 2020. Disponível em: < http://dx.doi.org/10.1016/j.ress.2020.107033 > DOI: 10.1016/j.ress.2020.107033.
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      Kroetz, H. M., Moustapha, M., Beck, A. T., & Sudret, B. (2020). A two-level kriging-based approach with active learning for solving time-variant risk optimization problems. Reliability Engineering and System Safety, 118, 18-27. doi:10.1016/j.ress.2020.107033
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      Kroetz HM, Moustapha M, Beck AT, Sudret B. A two-level kriging-based approach with active learning for solving time-variant risk optimization problems [Internet]. Reliability Engineering and System Safety. 2020 ; 118 18-27.Available from: http://dx.doi.org/10.1016/j.ress.2020.107033
    • Vancouver

      Kroetz HM, Moustapha M, Beck AT, Sudret B. A two-level kriging-based approach with active learning for solving time-variant risk optimization problems [Internet]. Reliability Engineering and System Safety. 2020 ; 118 18-27.Available from: http://dx.doi.org/10.1016/j.ress.2020.107033
  • Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC

    Assunto: ESTRUTURAS

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      BECK, André Teófilo. Optimal probabilistic design of redundant structural systems for progressive collapse. Anais.. Rio de Janeiro, RJ: ABCM, 2019.
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      Beck, A. T. (2019). Optimal probabilistic design of redundant structural systems for progressive collapse. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
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      Beck AT. Optimal probabilistic design of redundant structural systems for progressive collapse. Proceedings of MECSOL. 2019 ;
    • Vancouver

      Beck AT. Optimal probabilistic design of redundant structural systems for progressive collapse. Proceedings of MECSOL. 2019 ;
  • Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC

    Assunto: ESTRUTURAS

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      KROETZ, Henrique Machado; PELLIZZER, Giovanni Pais; LEONEL, Edson Denner; BECK, André Teófilo. Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. Anais.. Rio de Janeiro, RJ: ABCM, 2019.
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      Kroetz, H. M., Pellizzer, G. P., Leonel, E. D., & Beck, A. T. (2019). Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
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      Kroetz HM, Pellizzer GP, Leonel ED, Beck AT. Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. Proceedings of MECSOL. 2019 ;
    • Vancouver

      Kroetz HM, Pellizzer GP, Leonel ED, Beck AT. Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. Proceedings of MECSOL. 2019 ;
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, TENSÃO ESTRUTURAL, ESTRUTURAS

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      SILVA, Gustavo Assis da; BECK, André Teófilo; SIGMUND, Ole. Stress-constrained topology optimization considering uniform manufacturing uncertainties. Computer Methods in Applied Mechanics and Engineering, Amsterdan, Netherlands, v. 344, p. 512-537, 2019. Disponível em: < http://dx.doi.org/10.1016/j.cma.2018.10.020 > DOI: 10.1016/j.cma.2018.10.020.
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      Silva, G. A. da, Beck, A. T., & Sigmund, O. (2019). Stress-constrained topology optimization considering uniform manufacturing uncertainties. Computer Methods in Applied Mechanics and Engineering, 344, 512-537. doi:10.1016/j.cma.2018.10.020
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      Silva GA da, Beck AT, Sigmund O. Stress-constrained topology optimization considering uniform manufacturing uncertainties [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 344 512-537.Available from: http://dx.doi.org/10.1016/j.cma.2018.10.020
    • Vancouver

      Silva GA da, Beck AT, Sigmund O. Stress-constrained topology optimization considering uniform manufacturing uncertainties [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 344 512-537.Available from: http://dx.doi.org/10.1016/j.cma.2018.10.020
  • Source: Engineering Structures. Unidade: EESC

    Subjects: ESTRUTURAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS

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      CARLON, André Gustavo; LOPEZ, Rafael Holdorf; ESPATH, Luis Felipe da Rosa; MIGUEL, Leandro Fleck Fadel; BECK, André Teófilo. A stochastic gradient approach for the reliability maximization of passively controlled structures. Engineering Structures, London, United Kingdom, v. 186, p. 1-12, 2019. Disponível em: < http://dx.doi.org/10.1016/j.engstruct.2019.01.121 > DOI: 10.1016/j.engstruct.2019.01.121.
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      Carlon, A. G., Lopez, R. H., Espath, L. F. da R., Miguel, L. F. F., & Beck, A. T. (2019). A stochastic gradient approach for the reliability maximization of passively controlled structures. Engineering Structures, 186, 1-12. doi:10.1016/j.engstruct.2019.01.121
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      Carlon AG, Lopez RH, Espath LF da R, Miguel LFF, Beck AT. A stochastic gradient approach for the reliability maximization of passively controlled structures [Internet]. Engineering Structures. 2019 ; 186 1-12.Available from: http://dx.doi.org/10.1016/j.engstruct.2019.01.121
    • Vancouver

      Carlon AG, Lopez RH, Espath LF da R, Miguel LFF, Beck AT. A stochastic gradient approach for the reliability maximization of passively controlled structures [Internet]. Engineering Structures. 2019 ; 186 1-12.Available from: http://dx.doi.org/10.1016/j.engstruct.2019.01.121
  • Source: Engineering Optimization. Unidade: EESC

    Subjects: ESTRUTURAS, RISCO, BENCHMARKING, ESTRUTURAS

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      BECK, André Teófilo; TESSARI, Rodolfo Krul; KROETZ, Henrique Machado. System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse. Engineering Optimization, Oxfordshire, United Kingdom, v. 51, n. 6, p. 1000-1012, 2019. Disponível em: < http://dx.doi.org/10.1080/0305215X.2018.1502760 > DOI: 10.1080/0305215X.2018.1502760.
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      Beck, A. T., Tessari, R. K., & Kroetz, H. M. (2019). System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse. Engineering Optimization, 51( 6), 1000-1012. doi:10.1080/0305215X.2018.1502760
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      Beck AT, Tessari RK, Kroetz HM. System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse [Internet]. Engineering Optimization. 2019 ; 51( 6): 1000-1012.Available from: http://dx.doi.org/10.1080/0305215X.2018.1502760
    • Vancouver

      Beck AT, Tessari RK, Kroetz HM. System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse [Internet]. Engineering Optimization. 2019 ; 51( 6): 1000-1012.Available from: http://dx.doi.org/10.1080/0305215X.2018.1502760
  • Source: Mechanism and Machine Theory. Unidade: EESC

    Assunto: ESTRUTURAS

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      VIEIRA, Hiparco Lins; WAJNBERG, Eric; BECK, André Teófilo; SILVA, Maíra Martins da. Reliable motion planning for parallel manipulators. Mechanism and Machine Theory, Kidlington, United Kingdom, v. 140, p. 553-566, 2019. Disponível em: < http://dx.doi.org/10.1016/j.mechmachtheory.2019.06.022 > DOI: 10.1016/j.mechmachtheory.2019.06.022.
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      Vieira, H. L., Wajnberg, E., Beck, A. T., & Silva, M. M. da. (2019). Reliable motion planning for parallel manipulators. Mechanism and Machine Theory, 140, 553-566. doi:10.1016/j.mechmachtheory.2019.06.022
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      Vieira HL, Wajnberg E, Beck AT, Silva MM da. Reliable motion planning for parallel manipulators [Internet]. Mechanism and Machine Theory. 2019 ; 140 553-566.Available from: http://dx.doi.org/10.1016/j.mechmachtheory.2019.06.022
    • Vancouver

      Vieira HL, Wajnberg E, Beck AT, Silva MM da. Reliable motion planning for parallel manipulators [Internet]. Mechanism and Machine Theory. 2019 ; 140 553-566.Available from: http://dx.doi.org/10.1016/j.mechmachtheory.2019.06.022
  • Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, ROBUSTEZ, TENSÃO ESTRUTURAL, ESTRUTURAS

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      SILVA, Gustavo Assis da; BECK, André Teófilo; SIGMUND, Ole. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, Amsterdan, Netherlands, v. 354, p. 397-421, 2019. Disponível em: < http://dx.doi.org/10.1016/j.cma.2019.05.046 > DOI: 10.1016/j.cma.2019.05.046.
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      Silva, G. A. da, Beck, A. T., & Sigmund, O. (2019). Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, 354, 397-421. doi:10.1016/j.cma.2019.05.046
    • NLM

      Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.Available from: http://dx.doi.org/10.1016/j.cma.2019.05.046
    • Vancouver

      Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.Available from: http://dx.doi.org/10.1016/j.cma.2019.05.046
  • Source: Journal of Computational and Nonlinear Dynamics. Unidade: EESC

    Subjects: MANIPULADORES, ROBUSTEZ, ESTRUTURAS

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      VIEIRA, Hiparco Lins; FONTES, João Vitor de Carvalho; BECK, André Teófilo; SILVA, Maíra Martins da. Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties. Journal of Computational and Nonlinear Dynamics, New York, NY, USA, v. 14, n. Ja 2019, p. 021005-1 - 021005-9, 2019. Disponível em: < http://dx.doi.org/10.1115/1.4042015 > DOI: 10.1115/1.4042015.
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      Vieira, H. L., Fontes, J. V. de C., Beck, A. T., & Silva, M. M. da. (2019). Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties. Journal of Computational and Nonlinear Dynamics, 14( Ja 2019), 021005-1 - 021005-9. doi:10.1115/1.4042015
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      Vieira HL, Fontes JV de C, Beck AT, Silva MM da. Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties [Internet]. Journal of Computational and Nonlinear Dynamics. 2019 ; 14( Ja 2019): 021005-1 - 021005-9.Available from: http://dx.doi.org/10.1115/1.4042015
    • Vancouver

      Vieira HL, Fontes JV de C, Beck AT, Silva MM da. Reliable and failure-free workspaces for motion planning algorithms for parallel manipulators under geometrical uncertainties [Internet]. Journal of Computational and Nonlinear Dynamics. 2019 ; 14( Ja 2019): 021005-1 - 021005-9.Available from: http://dx.doi.org/10.1115/1.4042015
  • Source: Structural and Multidisciplinary Optimization. Unidade: EESC

    Subjects: ROBUSTEZ, TENSÃO ESTRUTURAL, TOPOLOGIA, ESTRUTURAS

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      SILVA, Gustavo Assis da; CARDOSO, Eduardo Lenz; BECK, André Teófilo. Non-probabilistic robust continuum topology optimization with stress constraints. Structural and Multidisciplinary Optimization, Heidelberg, Germany, v. 59, n. 4, p. 1181-1197, 2019. Disponível em: < http://dx.doi.org/10.1007/s00158-018-2122-0 > DOI: 10.1007/s00158-018-2122-0.
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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
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      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.Available from: http://dx.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.Available from: http://dx.doi.org/10.1007/s00158-018-2122-0
  • Source: Revista IBRACON de Estruturas e Materiais. Unidades: EP, EESC

    Subjects: SEGURANÇA ESTRUTURAL, BARRAGENS, ESTRUTURAS DE CONCRETO, ESTRUTURAS, ESTRUTURAS

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      PIRES, Kironi Oliveira; BECK, André Teófilo; BITTENCOURT, Túlio Nogueira; FUTAI, Marcos Massao. Reliability analysis of built concrete dam. Revista IBRACON de Estruturas e Materiais, São Paulo, SP, v. 12, n. Ju 2019, p. 551-579, 2019. Disponível em: < http://dx.doi.org/10.1590/S1983-41952019000300007 > DOI: 10.1590/S1983-41952019000300007.
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      Pires, K. O., Beck, A. T., Bittencourt, T. N., & Futai, M. M. (2019). Reliability analysis of built concrete dam. Revista IBRACON de Estruturas e Materiais, 12( Ju 2019), 551-579. doi:10.1590/S1983-41952019000300007
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      Pires KO, Beck AT, Bittencourt TN, Futai MM. Reliability analysis of built concrete dam [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 551-579.Available from: http://dx.doi.org/10.1590/S1983-41952019000300007
    • Vancouver

      Pires KO, Beck AT, Bittencourt TN, Futai MM. Reliability analysis of built concrete dam [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( Ju 2019): 551-579.Available from: http://dx.doi.org/10.1590/S1983-41952019000300007
  • Source: Journal of Building Pathology and Rehabilitation. Unidade: EESC

    Assunto: ESTRUTURAS

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      FÉLIX, Emerson Felipe; POSSAN, Edna; CARRAZEDO, Rogério. Analysis of training parameters in the ANN learning process to mapping the concrete carbonation depth. Journal of Building Pathology and Rehabilitation, Heidelberg, Germany, v. 4, n. 16, p. [1-13], 2019. Disponível em: < http://dx.doi.org/10.1007/s41024-019-0054-8 > DOI: 10.1007/s41024-019-0054-8.
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      Félix, E. F., Possan, E., & Carrazedo, R. (2019). Analysis of training parameters in the ANN learning process to mapping the concrete carbonation depth. Journal of Building Pathology and Rehabilitation, 4( 16), [1-13]. doi:10.1007/s41024-019-0054-8
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      Félix EF, Possan E, Carrazedo R. Analysis of training parameters in the ANN learning process to mapping the concrete carbonation depth [Internet]. Journal of Building Pathology and Rehabilitation. 2019 ; 4( 16): [1-13].Available from: http://dx.doi.org/10.1007/s41024-019-0054-8
    • Vancouver

      Félix EF, Possan E, Carrazedo R. Analysis of training parameters in the ANN learning process to mapping the concrete carbonation depth [Internet]. Journal of Building Pathology and Rehabilitation. 2019 ; 4( 16): [1-13].Available from: http://dx.doi.org/10.1007/s41024-019-0054-8
  • Source: International Journal of Non-Linear Mechanics. Unidade: EESC

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

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      FELIPE, Túlio Raunyr Cândido; LEONEL, Edson Denner; HAACH, Vladimir Guilherme; BECK, André Teófilo. A comprehensive ductile damage model for 3D truss structures. International Journal of Non-Linear Mechanics, Kidlington, United Kingdom, v. 112, n. Ju 2019, p. 13-24, 2019. Disponível em: < http://dx.doi.org/10.1016/j.ijnonlinmec.2019.02.010 > DOI: 10.1016/j.ijnonlinmec.2019.02.010.
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      Felipe, T. R. C., Leonel, E. D., Haach, V. G., & Beck, A. T. (2019). A comprehensive ductile damage model for 3D truss structures. International Journal of Non-Linear Mechanics, 112( Ju 2019), 13-24. doi:10.1016/j.ijnonlinmec.2019.02.010
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      Felipe TRC, Leonel ED, Haach VG, Beck AT. A comprehensive ductile damage model for 3D truss structures [Internet]. International Journal of Non-Linear Mechanics. 2019 ; 112( Ju 2019): 13-24.Available from: http://dx.doi.org/10.1016/j.ijnonlinmec.2019.02.010
    • Vancouver

      Felipe TRC, Leonel ED, Haach VG, Beck AT. A comprehensive ductile damage model for 3D truss structures [Internet]. International Journal of Non-Linear Mechanics. 2019 ; 112( Ju 2019): 13-24.Available from: http://dx.doi.org/10.1016/j.ijnonlinmec.2019.02.010
  • Source: Structural and Multidisciplinary Optimization. Unidade: EESC

    Assunto: ESTRUTURAS

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      TORII, André Jacomel; LOPEZ, Rafael Holdorf; BECK, André Teófilo; MIGUEL, Leandro Fleck Fadel. A performance measure approach for risk optimization. Structural and Multidisciplinary Optimization, Heidelberg, Germany, v. 60, p. 927-947, 2019. Disponível em: < http://dx.doi.org/10.1007/s00158-019-02243-5 > DOI: 10.1007/s00158-019-02243-5.
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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
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      Torii AJ, Lopez RH, Beck AT, Miguel LFF. A performance measure approach for risk optimization [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 60 927-947.Available from: http://dx.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.Available from: http://dx.doi.org/10.1007/s00158-019-02243-5
  • Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, ROBUSTEZ, ESTRUTURAS

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    • ABNT

      CARDOSO, Eduardo Lenz; SILVA, Gustavo Assis da; BECK, André Teófilo. Robust topology optimization of compliant mechanisms with uncertainties in output stiffness. International Journal for Numerical Methods in Engineering, Chichester, United Kingdom, v. 119, n. 6, p. 532-547, 2019. Disponível em: < http://dx.doi.org/10.1002/nme.6061 > DOI: 10.1002/nme.6061.
    • APA

      Cardoso, E. L., Silva, G. A. da, & Beck, A. T. (2019). Robust topology optimization of compliant mechanisms with uncertainties in output stiffness. International Journal for Numerical Methods in Engineering, 119( 6), 532-547. doi:10.1002/nme.6061
    • NLM

      Cardoso EL, Silva GA da, Beck AT. Robust topology optimization of compliant mechanisms with uncertainties in output stiffness [Internet]. International Journal for Numerical Methods in Engineering. 2019 ; 119( 6): 532-547.Available from: http://dx.doi.org/10.1002/nme.6061
    • Vancouver

      Cardoso EL, Silva GA da, Beck AT. Robust topology optimization of compliant mechanisms with uncertainties in output stiffness [Internet]. International Journal for Numerical Methods in Engineering. 2019 ; 119( 6): 532-547.Available from: http://dx.doi.org/10.1002/nme.6061
  • Source: Latin American Journal of Solids and Structures. Unidade: EESC

    Subjects: REVESTIMENTOS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      MANTILLA URIBE, Juan Camilo; CARRAZEDO, Ricardo; BECK, André Teófilo. Leakage resistance envelopes of API 8 round casing connections using FE analysis. Latin American Journal of Solids and Structures, Recife, PE, v. 16, n. 3, p. 1-16, 2019. Disponível em: < http://dx.doi.org/10.1590/1679-78255350 > DOI: 10.1590/1679-78255350.
    • APA

      Mantilla Uribe, J. C., Carrazedo, R., & Beck, A. T. (2019). Leakage resistance envelopes of API 8 round casing connections using FE analysis. Latin American Journal of Solids and Structures, 16( 3), 1-16. doi:10.1590/1679-78255350
    • NLM

      Mantilla Uribe JC, Carrazedo R, Beck AT. Leakage resistance envelopes of API 8 round casing connections using FE analysis [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 3): 1-16.Available from: http://dx.doi.org/10.1590/1679-78255350
    • Vancouver

      Mantilla Uribe JC, Carrazedo R, Beck AT. Leakage resistance envelopes of API 8 round casing connections using FE analysis [Internet]. Latin American Journal of Solids and Structures. 2019 ; 16( 3): 1-16.Available from: http://dx.doi.org/10.1590/1679-78255350

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