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Filtros : "Reliability Engineering and System Safety" Removido: "Chile" Limpar

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1 - 9 (9 records)

  • Artigo de periodico

    Non-constant imperfect maintenance effects in Inverse Gaussian degradation models for multiple repairable systems (2025)

    Portela, Adriane Caroline Teixeira ; Morita, Lia Hanna Martins ; Tomazella, Vera Lucia Damasceno ; Toledo, Maria Luíza; Ferreira, Paulo Henrique ; Louzada, Francisco

    Source: Reliability Engineering and System Safety. Unidades: ICMC, Interinstitucional de Pós-Graduação em Estatística

    Subjects: PROCESSOS GAUSSIANOS, VEROSSIMILHANÇA, SIMULAÇÃO

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    • ABNT

      PORTELA, Adriane Caroline Teixeira et al. Non-constant imperfect maintenance effects in Inverse Gaussian degradation models for multiple repairable systems. Reliability Engineering and System Safety, v. 264, p. 1-14, 2025Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2025.111349. Acesso em: 28 nov. 2025.

    • APA

      Portela, A. C. T., Morita, L. H. M., Tomazella, V. L. D., Toledo, M. L., Ferreira, P. H., & Louzada, F. (2025). Non-constant imperfect maintenance effects in Inverse Gaussian degradation models for multiple repairable systems. Reliability Engineering and System Safety, 264, 1-14. doi:10.1016/j.ress.2025.111349

    • NLM

      Portela ACT, Morita LHM, Tomazella VLD, Toledo ML, Ferreira PH, Louzada F. Non-constant imperfect maintenance effects in Inverse Gaussian degradation models for multiple repairable systems [Internet]. Reliability Engineering and System Safety. 2025 ; 264 1-14.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2025.111349

    • Vancouver

      Portela ACT, Morita LHM, Tomazella VLD, Toledo ML, Ferreira PH, Louzada F. Non-constant imperfect maintenance effects in Inverse Gaussian degradation models for multiple repairable systems [Internet]. Reliability Engineering and System Safety. 2025 ; 264 1-14.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2025.111349

  • Artigo de periodico

    Resilience assessment of critical infrastructures using dynamic Bayesian networks and evidence propagation (2024)

    Caetano, Henrique de Oliveira; Desuó Neto, Luiz; Fogliatto, Matheus de Souza Sant'Anna ; Maciel, Carlos Dias

    Source: Reliability Engineering and System Safety. Unidade: EESC

    Assunto: ENGENHARIA ELÉTRICA

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      CAETANO, Henrique de Oliveira et al. Resilience assessment of critical infrastructures using dynamic Bayesian networks and evidence propagation. Reliability Engineering and System Safety, v. 241, p. 1-22, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ress.2023.109691. Acesso em: 28 nov. 2025.

    • APA

      Caetano, H. de O., Desuó Neto, L., Fogliatto, M. de S. S. 'A., & Maciel, C. D. (2024). Resilience assessment of critical infrastructures using dynamic Bayesian networks and evidence propagation. Reliability Engineering and System Safety, 241, 1-22. doi:10.1016/j.ress.2023.109691

    • NLM

      Caetano H de O, Desuó Neto L, Fogliatto M de SS'A, Maciel CD. Resilience assessment of critical infrastructures using dynamic Bayesian networks and evidence propagation [Internet]. Reliability Engineering and System Safety. 2024 ; 241 1-22.[citado 2025 nov. 28 ] Available from: http://dx.doi.org/10.1016/j.ress.2023.109691

    • Vancouver

      Caetano H de O, Desuó Neto L, Fogliatto M de SS'A, Maciel CD. Resilience assessment of critical infrastructures using dynamic Bayesian networks and evidence propagation [Internet]. Reliability Engineering and System Safety. 2024 ; 241 1-22.[citado 2025 nov. 28 ] Available from: http://dx.doi.org/10.1016/j.ress.2023.109691

  • Artigo de periodico

    Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations (2024)

    Miguel, Leandro Fleck Fadel; Beck, André Teófilo

    Source: Reliability Engineering and System Safety. Unidade: EESC

    Subjects: DISSIPADORES DE ENERGIA, CICLO DE VIDA, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      MIGUEL, Leandro Fleck Fadel e BECK, André Teófilo. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations. Reliability Engineering and System Safety, v. 248, p. 1-11, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ress.2024.110172. Acesso em: 28 nov. 2025.

    • APA

      Miguel, L. F. F., & Beck, A. T. (2024). Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations. Reliability Engineering and System Safety, 248, 1-11. doi:10.1016/j.ress.2024.110172

    • NLM

      Miguel LFF, Beck AT. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations [Internet]. Reliability Engineering and System Safety. 2024 ; 248 1-11.[citado 2025 nov. 28 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172

    • Vancouver

      Miguel LFF, Beck AT. Optimal path shape of friction-based track-nonlinear energy sinks to minimize lifecycle costs of buildings subjected to ground accelerations [Internet]. Reliability Engineering and System Safety. 2024 ; 248 1-11.[citado 2025 nov. 28 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172

  • Artigo de periodico

    A conservatism index based on structural reliability and model errors (2021)

    Gomes, Wellison José de Santana; Beck, André Teófilo

    Source: Reliability Engineering and System Safety. Unidade: EESC

    Subjects: ENGENHARIA, ESTRUTURAS, ERRO, ESTRUTURAS

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    • ABNT

      GOMES, Wellison José de Santana e BECK, André Teófilo. A conservatism index based on structural reliability and model errors. Reliability Engineering and System Safety, v. 209, p. 1-15, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2021.107456. Acesso em: 28 nov. 2025.

    • APA

      Gomes, W. J. de S., & Beck, A. T. (2021). A conservatism index based on structural reliability and model errors. Reliability Engineering and System Safety, 209, 1-15. doi:10.1016/j.ress.2021.107456

    • NLM

      Gomes WJ de S, Beck AT. A conservatism index based on structural reliability and model errors [Internet]. Reliability Engineering and System Safety. 2021 ; 209 1-15.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2021.107456

    • Vancouver

      Gomes WJ de S, Beck AT. A conservatism index based on structural reliability and model errors [Internet]. Reliability Engineering and System Safety. 2021 ; 209 1-15.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2021.107456

  • Artigo de periodico

    Bayesian non-parametric frailty model for dependent competing risks in a repairable systems framework (2020)

    Almeida, Marco Pollo ; Paixão, Rafael Soares ; Ramos, Pedro Luiz ; Tomazella, Vera Lucia Damasceno ; Louzada, Francisco ; Ehlers, Ricardo Sandes

    Source: Reliability Engineering and System Safety. Unidades: ICMC, Interinstitucional de Pós-Graduação em Estatística

    Subjects: MÉTODOS MCMC, ANÁLISE DE DADOS, INFERÊNCIA BAYESIANA

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    • ABNT

      ALMEIDA, Marco Pollo et al. Bayesian non-parametric frailty model for dependent competing risks in a repairable systems framework. Reliability Engineering and System Safety, v. 204, p. 1-13, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2020.107145. Acesso em: 28 nov. 2025.

    • APA

      Almeida, M. P., Paixão, R. S., Ramos, P. L., Tomazella, V. L. D., Louzada, F., & Ehlers, R. S. (2020). Bayesian non-parametric frailty model for dependent competing risks in a repairable systems framework. Reliability Engineering and System Safety, 204, 1-13. doi:10.1016/j.ress.2020.107145

    • NLM

      Almeida MP, Paixão RS, Ramos PL, Tomazella VLD, Louzada F, Ehlers RS. Bayesian non-parametric frailty model for dependent competing risks in a repairable systems framework [Internet]. Reliability Engineering and System Safety. 2020 ; 204 1-13.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2020.107145

    • Vancouver

      Almeida MP, Paixão RS, Ramos PL, Tomazella VLD, Louzada F, Ehlers RS. Bayesian non-parametric frailty model for dependent competing risks in a repairable systems framework [Internet]. Reliability Engineering and System Safety. 2020 ; 204 1-13.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2020.107145

  • Artigo de periodico

    A two-level kriging-based approach with active learning for solving time-variant risk optimization problems (2020)

    Kroetz, H. M.; Moustapha, M.; Beck, André Teófilo ; Sudret, B.

    Source: Reliability Engineering and System Safety. Unidade: EESC

    Subjects: ESTRUTURAS, RISCO

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      KROETZ, H. M. et al. A two-level kriging-based approach with active learning for solving time-variant risk optimization problems. Reliability Engineering and System Safety, v. 118, p. 18-27, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2020.107033. Acesso em: 28 nov. 2025.

    • APA

      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

    • NLM

      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.[citado 2025 nov. 28 ] Available from: https://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.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2020.107033

  • Artigo de periodico

    Optimal inspection planning for onshore pipelines subject to external corrosion (2013)

    Gomes, Wellison José de Santana; Beck, André Teófilo ; Haukaas, Terje

    Source: Reliability Engineering and System Safety. Unidade: EESC

    Subjects: CORROSÃO, GASODUTOS, OTIMIZAÇÃO ESTOCÁSTICA, MÉTODO DE MONTE CARLO

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    • ABNT

      GOMES, Wellison José de Santana e BECK, André Teófilo e HAUKAAS, Terje. Optimal inspection planning for onshore pipelines subject to external corrosion. Reliability Engineering and System Safety, v. 118, p. 18-27, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2013.04.011. Acesso em: 28 nov. 2025.

    • APA

      Gomes, W. J. de S., Beck, A. T., & Haukaas, T. (2013). Optimal inspection planning for onshore pipelines subject to external corrosion. Reliability Engineering and System Safety, 118, 18-27. doi:10.1016/j.ress.2013.04.011

    • NLM

      Gomes WJ de S, Beck AT, Haukaas T. Optimal inspection planning for onshore pipelines subject to external corrosion [Internet]. Reliability Engineering and System Safety. 2013 ; 118 18-27.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2013.04.011

    • Vancouver

      Gomes WJ de S, Beck AT, Haukaas T. Optimal inspection planning for onshore pipelines subject to external corrosion [Internet]. Reliability Engineering and System Safety. 2013 ; 118 18-27.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2013.04.011

  • Artigo de periodico

    Reliability analysis of reinforced concrete grids with nonlinear material behavior (2006)

    Neves, Rodrigo de Azevedo; Chateauneuf, Alaa Mohamed; Venturini, Wilson Sérgio; Lemaire, Maurice

    Source: Reliability Engineering and System Safety. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, SEGURANÇA ESTRUTURAL

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      NEVES, Rodrigo de Azevedo et al. Reliability analysis of reinforced concrete grids with nonlinear material behavior. Reliability Engineering and System Safety, v. 91, n. 6, p. 735-744, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2005.07.002. Acesso em: 28 nov. 2025.

    • APA

      Neves, R. de A., Chateauneuf, A. M., Venturini, W. S., & Lemaire, M. (2006). Reliability analysis of reinforced concrete grids with nonlinear material behavior. Reliability Engineering and System Safety, 91( 6), 735-744. doi:10.1016/j.ress.2005.07.002

    • NLM

      Neves R de A, Chateauneuf AM, Venturini WS, Lemaire M. Reliability analysis of reinforced concrete grids with nonlinear material behavior [Internet]. Reliability Engineering and System Safety. 2006 ; 91( 6): 735-744.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2005.07.002

    • Vancouver

      Neves R de A, Chateauneuf AM, Venturini WS, Lemaire M. Reliability analysis of reinforced concrete grids with nonlinear material behavior [Internet]. Reliability Engineering and System Safety. 2006 ; 91( 6): 735-744.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2005.07.002

  • Artigo de periodico

    Reliability analysis of non-linear reinforced concrete frames using the response surface method (2002)

    Soares, Rodrigo de Carvalho; Mohamed, Alaa; Venturini, Wilson Sérgio; Lemaire, M.

    Source: Reliability Engineering and System Safety. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS DE CONCRETO, ESTRUTURAS (CONFIABILIDADE)

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    • ABNT

      SOARES, Rodrigo de Carvalho et al. Reliability analysis of non-linear reinforced concrete frames using the response surface method. Reliability Engineering and System Safety, v. 75, n. Ja2002, 2002Tradução . . Disponível em: https://doi.org/10.1016/s0951-8320(01)00043-6. Acesso em: 28 nov. 2025.

    • APA

      Soares, R. de C., Mohamed, A., Venturini, W. S., & Lemaire, M. (2002). Reliability analysis of non-linear reinforced concrete frames using the response surface method. Reliability Engineering and System Safety, 75( Ja2002). doi:10.1016/s0951-8320(01)00043-6

    • NLM

      Soares R de C, Mohamed A, Venturini WS, Lemaire M. Reliability analysis of non-linear reinforced concrete frames using the response surface method [Internet]. Reliability Engineering and System Safety. 2002 ; 75( Ja2002):[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/s0951-8320(01)00043-6

    • Vancouver

      Soares R de C, Mohamed A, Venturini WS, Lemaire M. Reliability analysis of non-linear reinforced concrete frames using the response surface method [Internet]. Reliability Engineering and System Safety. 2002 ; 75( Ja2002):[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/s0951-8320(01)00043-6
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