Filtros : "Lopez, Rafael Holdorf" Limpar

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  • Source: Structures. Unidade: EESC

    Subjects: SISMOLOGIA, ESTRUTURAS, RISCO, ESTRUTURAS

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      MIGUEL, Leandro Fleck Fadel et al. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, v. 45, p. 415-426, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.istruc.2022.08.121. Acesso em: 06 nov. 2024.
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      Miguel, L. F. F., Lopez, R. H., Torii, A. J., & Beck, A. T. (2022). Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, 45, 415-426. doi:10.1016/j.istruc.2022.08.121
    • NLM

      Miguel LFF, Lopez RH, Torii AJ, Beck AT. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings [Internet]. Structures. 2022 ; 45 415-426.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.istruc.2022.08.121
    • Vancouver

      Miguel LFF, Lopez RH, Torii AJ, Beck AT. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings [Internet]. Structures. 2022 ; 45 415-426.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.istruc.2022.08.121
  • Source: Structure and Infrastructure Engineering. Unidade: EESC

    Subjects: TRANSMISSÃO DE ENERGIA ELÉTRICA, KRIGAGEM, ESTRUTURAS

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      ALVES, Gabriel Padilha et al. Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation. Structure and Infrastructure Engineering, p. 1-15, 2022Tradução . . Disponível em: https://doi.org/10.1080/15732479.2022.2122516. Acesso em: 06 nov. 2024.
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      Alves, G. P., Miguel, L. F. F., Lopez, R. H., & Beck, A. T. (2022). Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation. Structure and Infrastructure Engineering, 1-15. doi:10.1080/15732479.2022.2122516
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      Alves GP, Miguel LFF, Lopez RH, Beck AT. Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation [Internet]. Structure and Infrastructure Engineering. 2022 ; 1-15.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1080/15732479.2022.2122516
    • Vancouver

      Alves GP, Miguel LFF, Lopez RH, Beck AT. Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation [Internet]. Structure and Infrastructure Engineering. 2022 ; 1-15.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1080/15732479.2022.2122516
  • Source: Engineering Structures. Unidade: EESC

    Subjects: ESTRUTURAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS

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      CARLON, André Gustavo et al. A stochastic gradient approach for the reliability maximization of passively controlled structures. Engineering Structures, v. 186, p. 1-12, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2019.01.121. Acesso em: 06 nov. 2024.
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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
    • NLM

      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.[citado 2024 nov. 06 ] Available from: https://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.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.engstruct.2019.01.121
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Assunto: ESTRUTURAS

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      CARLOM, Andre Gustavo et al. Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf. Acesso em: 06 nov. 2024.
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      Carlom, A. G., Lopez, R. H., Espath, L., Miguel, L. F. F., & Beck, A. T. (2019). Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf
    • NLM

      Carlom AG, Lopez RH, Espath L, Miguel LFF, Beck AT. Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods [Internet]. Proceedings. 2019 ;[citado 2024 nov. 06 ] Available from: https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf
    • Vancouver

      Carlom AG, Lopez RH, Espath L, Miguel LFF, Beck AT. Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods [Internet]. Proceedings. 2019 ;[citado 2024 nov. 06 ] Available from: https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf
  • 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: 06 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. 06 ] 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. 06 ] Available from: https://doi.org/10.1007/s00158-019-02243-5
  • Source: Structural Safety. Unidade: EESC

    Subjects: ALGORITMOS, MÉTRICA, HEURÍSTICA, ESTRUTURAS

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      GOMES, Wellison José de Santana et al. A probabilistic metric for comparing metaheuristic optimization algorithms. Structural Safety, v. 70, p. 59-70, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2017.10.006. Acesso em: 06 nov. 2024.
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      Gomes, W. J. de S., Beck, A. T., Lopez, R. H., & Miguel, L. F. F. (2018). A probabilistic metric for comparing metaheuristic optimization algorithms. Structural Safety, 70, 59-70. doi:10.1016/j.strusafe.2017.10.006
    • NLM

      Gomes WJ de S, Beck AT, Lopez RH, Miguel LFF. A probabilistic metric for comparing metaheuristic optimization algorithms [Internet]. Structural Safety. 2018 ; 70 59-70.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.strusafe.2017.10.006
    • Vancouver

      Gomes WJ de S, Beck AT, Lopez RH, Miguel LFF. A probabilistic metric for comparing metaheuristic optimization algorithms [Internet]. Structural Safety. 2018 ; 70 59-70.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.strusafe.2017.10.006
  • Source: Proceedings. Conference titles: World Conference on Earthquake Engineering - WCEE. Unidade: EESC

    Subjects: TERREMOTOS, ONDAS SÍSMICAS, ESTRUTURAS

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      LOPEZ, Rafael Holdorf e MIGUEL, Leandro Fleck Fadel e BECK, André Teófilo. Robust design of tuned mass dampers for passive control of structures under earthquake excitations. 2017, Anais.. Santiago, Chile: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2017. . Acesso em: 06 nov. 2024.
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      Lopez, R. H., Miguel, L. F. F., & Beck, A. T. (2017). Robust design of tuned mass dampers for passive control of structures under earthquake excitations. In Proceedings. Santiago, Chile: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Lopez RH, Miguel LFF, Beck AT. Robust design of tuned mass dampers for passive control of structures under earthquake excitations. Proceedings. 2017 ;[citado 2024 nov. 06 ]
    • Vancouver

      Lopez RH, Miguel LFF, Beck AT. Robust design of tuned mass dampers for passive control of structures under earthquake excitations. Proceedings. 2017 ;[citado 2024 nov. 06 ]
  • Source: Engineering Structures. Unidade: EESC

    Subjects: VIBRAÇÕES, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS (CONFIABILIDADE), DINÂMICA ESTOCÁSTICA

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      BECK, André Teófilo et al. Robust design optimization of TMDs in vehicle–bridge coupled vibration problems. Engineering Structures, v. No 2016, p. 703-711, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2016.08.033. Acesso em: 06 nov. 2024.
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      Beck, A. T., Lopez, R. H., Torii, A. J., Miguel, L. F. F., & Beck, A. T. (2016). Robust design optimization of TMDs in vehicle–bridge coupled vibration problems. Engineering Structures, No 2016, 703-711. doi:10.1016/j.engstruct.2016.08.033
    • NLM

      Beck AT, Lopez RH, Torii AJ, Miguel LFF, Beck AT. Robust design optimization of TMDs in vehicle–bridge coupled vibration problems [Internet]. Engineering Structures. 2016 ; No 2016 703-711.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.engstruct.2016.08.033
    • Vancouver

      Beck AT, Lopez RH, Torii AJ, Miguel LFF, Beck AT. Robust design optimization of TMDs in vehicle–bridge coupled vibration problems [Internet]. Engineering Structures. 2016 ; No 2016 703-711.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1016/j.engstruct.2016.08.033
  • Source: Proceedings. Conference titles: International Symposium on Uncertainty Quantification and Stochastic Modeling. Unidade: EESC

    Subjects: RISCO (OTIMIZAÇÃO), ESTRUTURAS (CONFIABILIDADE), ESTRUTURAS

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      BECK, André Teófilo et al. Robust, risk and robust risk optimization under uncertainties. 2016, Anais.. Rio de Janeiro, RJ: ABCM, 2016. . Acesso em: 06 nov. 2024.
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      Beck, A. T., Gomes, W. J. de S., Lopez, R. H., & Miguel, L. F. (2016). Robust, risk and robust risk optimization under uncertainties. In Proceedings. Rio de Janeiro, RJ: ABCM.
    • NLM

      Beck AT, Gomes WJ de S, Lopez RH, Miguel LF. Robust, risk and robust risk optimization under uncertainties. Proceedings. 2016 ;[citado 2024 nov. 06 ]
    • Vancouver

      Beck AT, Gomes WJ de S, Lopez RH, Miguel LF. Robust, risk and robust risk optimization under uncertainties. Proceedings. 2016 ;[citado 2024 nov. 06 ]
  • Source: Encyclopedia of Earthquake Engineering. Unidade: EESC

    Subjects: ESTRUTURAS, TERREMOTOS, ONDAS SÍSMICAS

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      LOPEZ, Rafael Holdorf e MIGUEL, Leandro Fleck Fadel e BECK, André Teófilo. Tuned mass dampers for passive control of structures under earthquake excitations. Encyclopedia of Earthquake Engineering. Tradução . Heidelberg, Germany: Springer, 2015. . Disponível em: https://doi.org/10.1007/978-3-642-36197-5. Acesso em: 06 nov. 2024.
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      Lopez, R. H., Miguel, L. F. F., & Beck, A. T. (2015). Tuned mass dampers for passive control of structures under earthquake excitations. In Encyclopedia of Earthquake Engineering. Heidelberg, Germany: Springer. doi:10.1007/978-3-642-36197-5
    • NLM

      Lopez RH, Miguel LFF, Beck AT. Tuned mass dampers for passive control of structures under earthquake excitations [Internet]. In: Encyclopedia of Earthquake Engineering. Heidelberg, Germany: Springer; 2015. [citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/978-3-642-36197-5
    • Vancouver

      Lopez RH, Miguel LFF, Beck AT. Tuned mass dampers for passive control of structures under earthquake excitations [Internet]. In: Encyclopedia of Earthquake Engineering. Heidelberg, Germany: Springer; 2015. [citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/978-3-642-36197-5
  • Source: Structural and Multidisciplinary Optimization. Unidade: EESC

    Subjects: TEORIA DA CONFIABILIDADE, ESTRUTURAS (CONFIABILIDADE), ESTRUTURAS (OTIMIZAÇÃO), RISCO (OTIMIZAÇÃO)

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      BECK, André Teófilo et al. A comparison between robust and risk-based optimization under uncertainty. Structural and Multidisciplinary Optimization, v. 52, n. 3, p. 479-492, 2015Tradução . . Disponível em: https://doi.org/10.1007/s00158-015-1253-9. Acesso em: 06 nov. 2024.
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      Beck, A. T., Gomes, W. J. de S., Lopez, R. H., & Miguel, L. F. F. (2015). A comparison between robust and risk-based optimization under uncertainty. Structural and Multidisciplinary Optimization, 52( 3), 479-492. doi:10.1007/s00158-015-1253-9
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      Beck AT, Gomes WJ de S, Lopez RH, Miguel LFF. A comparison between robust and risk-based optimization under uncertainty [Internet]. Structural and Multidisciplinary Optimization. 2015 ; 52( 3): 479-492.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s00158-015-1253-9
    • Vancouver

      Beck AT, Gomes WJ de S, Lopez RH, Miguel LFF. A comparison between robust and risk-based optimization under uncertainty [Internet]. Structural and Multidisciplinary Optimization. 2015 ; 52( 3): 479-492.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1007/s00158-015-1253-9
  • Source: Abstract Book. Conference titles: World Congress on Computational Mechanics - WCCM. Unidade: EESC

    Subjects: RISCO (OTIMIZAÇÃO), LÓGICA FUZZY

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      BAZÁN, Felipe Alexander Vargas e BECK, André Teófilo e LOPEZ, Rafael Holdorf. Robust risk optimization: fuzzy versus probabilistic approach. 2012, Anais.. São Paulo: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2012. . Acesso em: 06 nov. 2024.
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      Bazán, F. A. V., Beck, A. T., & Lopez, R. H. (2012). Robust risk optimization: fuzzy versus probabilistic approach. In Abstract Book. São Paulo: Escola de Engenharia de São Carlos, Universidade de São Paulo.
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      Bazán FAV, Beck AT, Lopez RH. Robust risk optimization: fuzzy versus probabilistic approach. Abstract Book. 2012 ;[citado 2024 nov. 06 ]
    • Vancouver

      Bazán FAV, Beck AT, Lopez RH. Robust risk optimization: fuzzy versus probabilistic approach. Abstract Book. 2012 ;[citado 2024 nov. 06 ]
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), ESTRUTURAS (OTIMIZAÇÃO)

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      LOPEZ, Rafael Holdorf e BECK, André Teófilo. Reliability-based design optimization strategies based on FORM: a review. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 34, n. 4, p. 506-514, 2012Tradução . . Disponível em: https://doi.org/10.1590/s1678-58782012000400012. Acesso em: 06 nov. 2024.
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      Lopez, R. H., & Beck, A. T. (2012). Reliability-based design optimization strategies based on FORM: a review. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 34( 4), 506-514. doi:10.1590/s1678-58782012000400012
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      Lopez RH, Beck AT. Reliability-based design optimization strategies based on FORM: a review [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2012 ; 34( 4): 506-514.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1590/s1678-58782012000400012
    • Vancouver

      Lopez RH, Beck AT. Reliability-based design optimization strategies based on FORM: a review [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2012 ; 34( 4): 506-514.[citado 2024 nov. 06 ] Available from: https://doi.org/10.1590/s1678-58782012000400012

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