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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: 16 nov. 2024.
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 2024 nov. 16 ] 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 2024 nov. 16 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
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, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 16 nov. 2024.
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 2024 nov. 16 ] 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 2024 nov. 16 ] 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: 16 nov. 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 nov. 16 ] 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. 16 ] 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: 16 nov. 2024.
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 2024 nov. 16 ] 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 2024 nov. 16 ] 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: 16 nov. 2024.
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 2024 nov. 16 ] 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 2024 nov. 16 ] 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)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 16 nov. 2024.
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 2024 nov. 16 ] 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 2024 nov. 16 ] Available from: https://doi.org/10.1016/j.strusafe.2013.11.001
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: 16 nov. 2024.
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 2024 nov. 16 ] 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 2024 nov. 16 ] Available from: https://doi.org/10.1016/j.strusafe.2011.04.001
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: 16 nov. 2024.
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 2024 nov. 16 ] 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 2024 nov. 16 ] Available from: https://doi.org/10.1016/j.strusafe.2010.04.006
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: 16 nov. 2024.
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 2024 nov. 16 ] 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 2024 nov. 16 ] Available from: https://doi.org/10.1016/j.strusafe.2006.11.001
Artigo de periodico
Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns (2001)
Mohamed, Alaa; Soares, Rodrigo de Carvalho; Venturini, Wilson Sergio
Source: Structural Safety. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS DE CONCRETO ARMADO, ESTRUTURAS (CONFIABILIDADE)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MOHAMED, Alaa e SOARES, Rodrigo de Carvalho e VENTURINI, Wilson Sergio. Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns. Structural Safety, n. 2, p. 137-156, 2001Tradução . . Disponível em: https://doi.org/10.1016/s0167-4730(01)00009-1. Acesso em: 16 nov. 2024.
APA
Mohamed, A., Soares, R. de C., & Venturini, W. S. (2001). Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns. Structural Safety, ( 2), 137-156. doi:10.1016/s0167-4730(01)00009-1
NLM
Mohamed A, Soares R de C, Venturini WS. Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns [Internet]. Structural Safety. 2001 ;( 2): 137-156.[citado 2024 nov. 16 ] Available from: https://doi.org/10.1016/s0167-4730(01)00009-1
Vancouver
Mohamed A, Soares R de C, Venturini WS. Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns [Internet]. Structural Safety. 2001 ;( 2): 137-156.[citado 2024 nov. 16 ] Available from: https://doi.org/10.1016/s0167-4730(01)00009-1

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