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Artigo de periodico
Optimal redundancy allocation and quality control in structural systems (2025)
Beck, André Teófilo ; Silva, Lucas Araújo Rodrigues da; Costa, Luis Gustavo Lopes da; Köhler, Jochen
Source: Structural Safety. Unidade: EESC
Subjects: APRENDIZAGEM PROFUNDA, REDES NEURAIS, DRENAGEM URBANA, ESTRUTURAS
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ABNT
BECK, André Teófilo et al. Optimal redundancy allocation and quality control in structural systems. Structural Safety, v. 116, p. 1-17, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2025.102603. Acesso em: 25 fev. 2026.
APA
Beck, A. T., Silva, L. A. R. da, Costa, L. G. L. da, & Köhler, J. (2025). Optimal redundancy allocation and quality control in structural systems. Structural Safety, 116, 1-17. doi:10.1016/j.strusafe.2025.102603
NLM
Beck AT, Silva LAR da, Costa LGL da, Köhler J. Optimal redundancy allocation and quality control in structural systems [Internet]. Structural Safety. 2025 ; 116 1-17.[citado 2026 fev. 25 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2025.102603
Vancouver
Beck AT, Silva LAR da, Costa LGL da, Köhler J. Optimal redundancy allocation and quality control in structural systems [Internet]. Structural Safety. 2025 ; 116 1-17.[citado 2026 fev. 25 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2025.102603
Artigo de periodico
Interpretation of probability in structural safety: a philosophical conundrum (2025)
Vrouwenvelder, Ton; Beck, André Teófilo ; Proske, Dirk; Faber, Michael; Köhler, Jochen; Schubert, Matthias; Straub, Daniel; Teichgräber, Max
Source: Structural Safety. Unidade: EESC
Subjects: SEGURANÇA ESTRUTURAL, PROBABILIDADE
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ABNT
VROUWENVELDER, Ton et al. Interpretation of probability in structural safety: a philosophical conundrum. Structural Safety, v. 113, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2024.102473. Acesso em: 25 fev. 2026.
APA
Vrouwenvelder, T., Beck, A. T., Proske, D., Faber, M., Köhler, J., Schubert, M., et al. (2025). Interpretation of probability in structural safety: a philosophical conundrum. Structural Safety, 113. doi:10.1016/j.strusafe.2024.102473
NLM
Vrouwenvelder T, Beck AT, Proske D, Faber M, Köhler J, Schubert M, Straub D, Teichgräber M. Interpretation of probability in structural safety: a philosophical conundrum [Internet]. Structural Safety. 2025 ; 113[citado 2026 fev. 25 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102473
Vancouver
Vrouwenvelder T, Beck AT, Proske D, Faber M, Köhler J, Schubert M, Straub D, Teichgräber M. Interpretation of probability in structural safety: a philosophical conundrum [Internet]. Structural Safety. 2025 ; 113[citado 2026 fev. 25 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102473
Artigo de periodico
Assessment of risk reduction strategies for terrorist attacks on structures (2025)
Stewart, Mark G; Thöns, Sebastian; Beck, André Teófilo
Source: Structural Safety. Unidade: EESC
Subjects: TERRORISMO, EDIFÍCIOS, RISCO, ESTRUTURAS
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ABNT
STEWART, Mark G e THÖNS, Sebastian e BECK, André Teófilo. Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, v. 113, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2023.102381. Acesso em: 25 fev. 2026.
APA
Stewart, M. G., Thöns, S., & Beck, A. T. (2025). Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, 113. doi:10.1016/j.strusafe.2023.102381
NLM
Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2025 ; 113[citado 2026 fev. 25 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102381
Vancouver
Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2025 ; 113[citado 2026 fev. 25 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102381
Artigo de periodico
Development of methods of structural reliability (2024)
Ellingwood, Bruce; Maes, Marc; Bartlett, F. Michael; Beck, André Teófilo ; Caprani, Colin; Kiureghian, Armen Der; Dueñas-Osorio, Leonardo; Galvão, Neryvaldo; Gilbert, Robert; Jie, Li; Matos, Jose; Mori, Yasuhiro; Papaioannou, Iason; Paredes, Roger; Straub, Daniel; Sudret, Bruno
Source: Structural Safety. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
ELLINGWOOD, Bruce et al. Development of methods of structural reliability. Structural Safety, p. 1-40, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2024.102474. Acesso em: 25 fev. 2026.
APA
Ellingwood, B., Maes, M., Bartlett, F. M., Beck, A. T., Caprani, C., Kiureghian, A. D., et al. (2024). Development of methods of structural reliability. Structural Safety, 1-40. doi:10.1016/j.strusafe.2024.102474
NLM
Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2026 fev. 25 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
Vancouver
Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2026 fev. 25 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
Artigo de periodico
A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration (2024)
Costa, Luis Gustavo Lopes; Beck, André Teófilo
Source: Structural Safety. Unidade: EESC
Subjects: EDIFÍCIOS, PROBABILIDADE, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
COSTA, Luis Gustavo Lopes e BECK, André Teófilo. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, v. 106, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2023.102411. Acesso em: 25 fev. 2026.
APA
Costa, L. G. L., & Beck, A. T. (2024). A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, 106, 1-24. doi:10.1016/j.strusafe.2023.102411
NLM
Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2026 fev. 25 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Vancouver
Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2026 fev. 25 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Artigo de periodico
Assessment of risk reduction strategies for terrorist attacks on structures (2023)
Stewart, Mark G; Thöns, Sebastian; Beck, André Teófilo
Source: Structural Safety. Unidade: EESC
Subjects: TERRORISMO, EDIFÍCIOS, RISCO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
STEWART, Mark G e THÖNS, Sebastian e BECK, André Teófilo. Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, v. 104, p. 1-11, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2023.102353. Acesso em: 25 fev. 2026.
APA
Stewart, M. G., Thöns, S., & Beck, A. T. (2023). Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, 104, 1-11. doi:10.1016/j.strusafe.2023.102353
NLM
Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2023 ; 104 1-11.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2023.102353
Vancouver
Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2023 ; 104 1-11.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2023.102353
Artigo de periodico
On the ergodicity assumption in Performance-Based engineering (2022)
Beck, André Teófilo ; Bosse, Rúbia Mara; Rodrigues, Isabela Durci
Source: Structural Safety. Unidade: EESC
Subjects: ENGENHARIA, ESTRUTURAS
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ABNT
BECK, André Teófilo e BOSSE, Rúbia Mara e RODRIGUES, Isabela Durci. On the ergodicity assumption in Performance-Based engineering. Structural Safety, v. 97, p. 1-8, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2022.102218. Acesso em: 25 fev. 2026.
APA
Beck, A. T., Bosse, R. M., & Rodrigues, I. D. (2022). On the ergodicity assumption in Performance-Based engineering. Structural Safety, 97, 1-8. doi:10.1016/j.strusafe.2022.102218
NLM
Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2022.102218
Vancouver
Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2022.102218
Artigo de periodico
A probabilistic metric for comparing metaheuristic optimization algorithms (2018)
Gomes, Wellison José de Santana; Beck, André Teófilo ; Lopez, Rafael Holdorf; Miguel, Leandro Fleck Fadel
Source: Structural Safety. Unidade: EESC
Subjects: ALGORITMOS, MÉTRICA, HEURÍSTICA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 25 fev. 2026.
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 2026 fev. 25 ] 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 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2017.10.006
Artigo de periodico
Strategies for finding the design point under bounded random variables (2016)
Beck, André Teófilo ; Silva Junior, Claudio Roberto Ávila da
Source: Structural Safety. Unidade: EESC
Subjects: ESTRUTURAS (CONFIABILIDADE), ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e SILVA JUNIOR, Claudio Roberto Ávila da. Strategies for finding the design point under bounded random variables. Structural Safety, v. 58, p. 79-93, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2015.08.006. Acesso em: 25 fev. 2026.
APA
Beck, A. T., & Silva Junior, C. R. Á. da. (2016). Strategies for finding the design point under bounded random variables. Structural Safety, 58, 79-93. doi:10.1016/j.strusafe.2015.08.006
NLM
Beck AT, Silva Junior CRÁ da. Strategies for finding the design point under bounded random variables [Internet]. Structural Safety. 2016 ; 58 79-93.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2015.08.006
Vancouver
Beck AT, Silva Junior CRÁ da. Strategies for finding the design point under bounded random variables [Internet]. Structural Safety. 2016 ; 58 79-93.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2015.08.006
Artigo de periodico
Immersed normalized B-spline finite elements: a convergence study for 2D problems (2016)
Tonon, Patricia; Carrazedo, Rogério ; Sanches, Rodolfo André Kuche
Source: Structural Safety. Unidade: EESC
Subjects: CONVERGÊNCIA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TONON, Patricia e CARRAZEDO, Rogério e SANCHES, Rodolfo André Kuche. Immersed normalized B-spline finite elements: a convergence study for 2D problems. Structural Safety, v. 114, p. 57-67, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2016.02.002. Acesso em: 25 fev. 2026.
APA
Tonon, P., Carrazedo, R., & Sanches, R. A. K. (2016). Immersed normalized B-spline finite elements: a convergence study for 2D problems. Structural Safety, 114, 57-67. doi:10.1016/j.finel.2016.02.002
NLM
Tonon P, Carrazedo R, Sanches RAK. Immersed normalized B-spline finite elements: a convergence study for 2D problems [Internet]. Structural Safety. 2016 ; 114 57-67.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.finel.2016.02.002
Vancouver
Tonon P, Carrazedo R, Sanches RAK. Immersed normalized B-spline finite elements: a convergence study for 2D problems [Internet]. Structural Safety. 2016 ; 114 57-67.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.finel.2016.02.002
Artigo de periodico
Optimal inspection and design of onshore pipelines under external corrosion process (2014)
Gomes, Wellison José de Santana; Beck, André Teófilo
Source: Structural Safety. Unidade: EESC
Subjects: CORROSÃO, GASODUTOS (SEGURANÇA)
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ABNT
GOMES, Wellison José de Santana e BECK, André Teófilo. Optimal inspection and design of onshore pipelines under external corrosion process. Structural Safety, v. 47, p. 48-58, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2013.11.001. Acesso em: 25 fev. 2026.
APA
Gomes, W. J. de S., & Beck, A. T. (2014). Optimal inspection and design of onshore pipelines under external corrosion process. Structural Safety, 47, 48-58. doi:10.1016/j.strusafe.2013.11.001
NLM
Gomes WJ de S, Beck AT. Optimal inspection and design of onshore pipelines under external corrosion process [Internet]. Structural Safety. 2014 ; 47 48-58.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2013.11.001
Vancouver
Gomes WJ de S, Beck AT. Optimal inspection and design of onshore pipelines under external corrosion process [Internet]. Structural Safety. 2014 ; 47 48-58.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2013.11.001
Artigo de periodico
Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach (2011)
Beck, André Teófilo ; Silva Junior, Cláudio Roberto Ávila da
Source: Structural Safety. Unidade: EESC
Subjects: MÉTODO DE MONTE CARLO (SIMULAÇÃO), MÉTODO DE GALERKIN, PROCESSOS ESTOCÁSTICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e SILVA JUNIOR, Cláudio Roberto Ávila da. Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach. Structural Safety, v. 33, n. Ja 2011, p. 19-25, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2010.04.006. Acesso em: 25 fev. 2026.
APA
Beck, A. T., & Silva Junior, C. R. Á. da. (2011). Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach. Structural Safety, 33( Ja 2011), 19-25. doi:10.1016/j.strusafe.2010.04.006
NLM
Beck AT, Silva Junior CRÁ da. Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach [Internet]. Structural Safety. 2011 ; 33( Ja 2011): 19-25.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2010.04.006
Vancouver
Beck AT, Silva Junior CRÁ da. Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach [Internet]. Structural Safety. 2011 ; 33( Ja 2011): 19-25.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2010.04.006
Artigo de periodico
On the performance of response surface and direct coupling approaches in solution of random crack propagation problems (2011)
Leonel, Edson Denner ; Beck, André Teófilo ; Venturini, Wilson Sergio
Source: Structural Safety. Unidade: EESC
Subjects: SEGURANÇA ESTRUTURAL, ACOPLAGEM, MÉTODO DOS ELEMENTOS DE CONTORNO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LEONEL, Edson Denner e BECK, André Teófilo e VENTURINI, Wilson Sergio. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems. Structural Safety, v. 33, n. 4-5, p. 261-274, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2011.04.001. Acesso em: 25 fev. 2026.
APA
Leonel, E. D., Beck, A. T., & Venturini, W. S. (2011). On the performance of response surface and direct coupling approaches in solution of random crack propagation problems. Structural Safety, 33( 4-5), 261-274. doi:10.1016/j.strusafe.2011.04.001
NLM
Leonel ED, Beck AT, Venturini WS. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems [Internet]. Structural Safety. 2011 ; 33( 4-5): 261-274.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2011.04.001
Vancouver
Leonel ED, Beck AT, Venturini WS. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems [Internet]. Structural Safety. 2011 ; 33( 4-5): 261-274.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2011.04.001
Artigo de periodico
Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes (2008)
Neves, Rodrigo de Azevedo; Chateauneuf, Alaa Mohamed; Venturini, Wilson Sérgio
Source: Structural Safety. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, SEGURANÇA ESTRUTURAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
NEVES, Rodrigo de Azevedo e CHATEAUNEUF, Alaa Mohamed e VENTURINI, Wilson Sérgio. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes. Structural Safety, v. 30, n. 3, p. 183-199, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2006.11.001. Acesso em: 25 fev. 2026.
APA
Neves, R. de A., Chateauneuf, A. M., & Venturini, W. S. (2008). Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes. Structural Safety, 30( 3), 183-199. doi:10.1016/j.strusafe.2006.11.001
NLM
Neves R de A, Chateauneuf AM, Venturini WS. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes [Internet]. Structural Safety. 2008 ; 30( 3): 183-199.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2006.11.001
Vancouver
Neves R de A, Chateauneuf AM, Venturini WS. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes [Internet]. Structural Safety. 2008 ; 30( 3): 183-199.[citado 2026 fev. 25 ] Available from: https://doi.org/10.1016/j.strusafe.2006.11.001

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