Filtros : "Universidade Federal de Santa Catarina (UFSC)" "BECK, ANDRÉ TEÓFILO" Removidos: "FÍSICA NUCLEAR" "Universidade Federal da Fronteira Sul (UFFS)" "Brasil" "Nova Caledonia" Limpar

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  • Source: Engineering Structures. Unidade: EESC

    Subjects: ESTRUTURAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS

    Acesso à fonteDOIHow to cite
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    • ABNT

      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: 09 out. 2024.
    • APA

      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 out. 09 ] 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 out. 09 ] Available from: https://doi.org/10.1016/j.engstruct.2019.01.121
  • Source: Structural and Multidisciplinary Optimization. Unidade: EESC

    Assunto: ESTRUTURAS

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    • ABNT

      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: 09 out. 2024.
    • APA

      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 out. 09 ] 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 out. 09 ] 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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    • ABNT

      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: 09 out. 2024.
    • APA

      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 out. 09 ] 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 out. 09 ] 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: 09 out. 2024.
    • APA

      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 out. 09 ]
    • 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 out. 09 ]
  • Source: Engineering Structures. Unidade: EESC

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

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    • ABNT

      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: 09 out. 2024.
    • APA

      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 out. 09 ] 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 out. 09 ] Available from: https://doi.org/10.1016/j.engstruct.2016.08.033

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