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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
Fonte: Reliability Engineering and System Safety. Unidades: ICMC, Interinstitucional de Pós-Graduação em Estatística
Assuntos: 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
Fonte: Reliability Engineering and System Safety. Unidade: EESC
Assunto: ENGENHARIA ELÉTRICA
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ABNT
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
Fonte: Reliability Engineering and System Safety. Unidade: EESC
Assuntos: 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
Reliability assessment of repairable systems with series–parallel structure subjected to hierarchical competing risks under minimal repair regime (2022)
Louzada, Francisco ; Tomazella, Vera Lucia Damasceno ; Gonzatto Junior, Oilson Alberto ; Bochio, Gustavo ; Milani, Eder Angelo ; Ferreira, Paulo Henrique ; Ramos, Pedro Luiz
Fonte: Reliability Engineering and System Safety. Unidade: ICMC
Assuntos: VEROSSIMILHANÇA, TEORIA DA CONFIABILIDADE
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ABNT
LOUZADA, Francisco et al. Reliability assessment of repairable systems with series–parallel structure subjected to hierarchical competing risks under minimal repair regime. Reliability Engineering and System Safety, v. 222, p. 1-12, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2022.108364. Acesso em: 28 nov. 2025.
APA
Louzada, F., Tomazella, V. L. D., Gonzatto Junior, O. A., Bochio, G., Milani, E. A., Ferreira, P. H., & Ramos, P. L. (2022). Reliability assessment of repairable systems with series–parallel structure subjected to hierarchical competing risks under minimal repair regime. Reliability Engineering and System Safety, 222, 1-12. doi:10.1016/j.ress.2022.108364
NLM
Louzada F, Tomazella VLD, Gonzatto Junior OA, Bochio G, Milani EA, Ferreira PH, Ramos PL. Reliability assessment of repairable systems with series–parallel structure subjected to hierarchical competing risks under minimal repair regime [Internet]. Reliability Engineering and System Safety. 2022 ; 222 1-12.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2022.108364
Vancouver
Louzada F, Tomazella VLD, Gonzatto Junior OA, Bochio G, Milani EA, Ferreira PH, Ramos PL. Reliability assessment of repairable systems with series–parallel structure subjected to hierarchical competing risks under minimal repair regime [Internet]. Reliability Engineering and System Safety. 2022 ; 222 1-12.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/j.ress.2022.108364
Artigo de periodico
A conservatism index based on structural reliability and model errors (2021)
Gomes, Wellison José de Santana; Beck, André Teófilo
Fonte: Reliability Engineering and System Safety. Unidade: EESC
Assuntos: 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
Fonte: Reliability Engineering and System Safety. Unidades: ICMC, Interinstitucional de Pós-Graduação em Estatística
Assuntos: 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.
Fonte: Reliability Engineering and System Safety. Unidade: EESC
Assuntos: ESTRUTURAS, RISCO
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ABNT
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
Reliability analysis of reinforced concrete grids with nonlinear material behavior (2006)
Neves, Rodrigo de Azevedo; Chateauneuf, Alaa Mohamed; Venturini, Wilson Sérgio; Lemaire, Maurice
Fonte: Reliability Engineering and System Safety. Unidade: EESC
Assuntos: ANÁLISE NÃO LINEAR DE ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, SEGURANÇA ESTRUTURAL
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ABNT
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.
Fonte: Reliability Engineering and System Safety. Unidade: EESC
Assuntos: ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS DE CONCRETO, ESTRUTURAS (CONFIABILIDADE)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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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