ReP USP - Resultado da busca

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
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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: 05 jul. 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 jul. 05 ] 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 jul. 05 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Artigo de periodico
Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties (2023)
Silva, Lucas Araújo Rodrigues da; Torii, André Jacomel; Beck, André Teófilo
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: TOPOLOGIA, ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Lucas Araújo Rodrigues da e TORII, André Jacomel e BECK, André Teófilo. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, v. 71, p. 1-19, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2022.103384. Acesso em: 05 jul. 2024.
APA
Silva, L. A. R. da, Torii, A. J., & Beck, A. T. (2023). Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, 71, 1-19. doi:10.1016/j.probengmech.2022.103384
NLM
Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384
Vancouver
Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384
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
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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. 104, p. 1-11, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2023.102353. Acesso em: 05 jul. 2024.
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 2024 jul. 05 ] 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 2024 jul. 05 ] 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, 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: 05 jul. 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 jul. 05 ] 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 jul. 05 ] Available from: https://doi.org/10.1016/j.strusafe.2022.102218
Artigo de periodico
Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings (2022)
Miguel, Leandro Fleck Fadel; Lopez, Rafael Holdorf; Torii, André Jacomel; Beck, André Teófilo
Source: Structures. Unidade: EESC
Subjects: SISMOLOGIA, ESTRUTURAS, RISCO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MIGUEL, Leandro Fleck Fadel et al. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, v. 45, p. 415-426, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.istruc.2022.08.121. Acesso em: 05 jul. 2024.
APA
Miguel, L. F. F., Lopez, R. H., Torii, A. J., & Beck, A. T. (2022). Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, 45, 415-426. doi:10.1016/j.istruc.2022.08.121
NLM
Miguel LFF, Lopez RH, Torii AJ, Beck AT. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings [Internet]. Structures. 2022 ; 45 415-426.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.istruc.2022.08.121
Vancouver
Miguel LFF, Lopez RH, Torii AJ, Beck AT. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings [Internet]. Structures. 2022 ; 45 415-426.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.istruc.2022.08.121
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
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. 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: 05 jul. 2024.
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 2024 jul. 05 ] 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 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.ress.2021.107456
Artigo de periodico
Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation (2021)
Felipe, Túlio Raunyr Cândido; Beck, André Teófilo
Source: Mechanical Systems and Signal Processing. Unidade: EESC
Subjects: FALHA, MECÂNICA DO DANO, TRELIÇAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FELIPE, Túlio Raunyr Cândido e BECK, André Teófilo. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation. Mechanical Systems and Signal Processing, v. 158, p. 1-22, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.ymssp.2021.107767. Acesso em: 05 jul. 2024.
APA
Felipe, T. R. C., & Beck, A. T. (2021). Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation. Mechanical Systems and Signal Processing, 158, 1-22. doi:10.1016/j.ymssp.2021.107767
NLM
Felipe TRC, Beck AT. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation [Internet]. Mechanical Systems and Signal Processing. 2021 ; 158 1-22.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.ymssp.2021.107767
Vancouver
Felipe TRC, Beck AT. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation [Internet]. Mechanical Systems and Signal Processing. 2021 ; 158 1-22.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.ymssp.2021.107767
Artigo de periodico
Wiener path integral most probable path determination: a computational algebraic geometry solution treatment (2021)
Petromichelakis, Ioannis; Bosse, Rúbia Mara; Kougioumtzoglou, Ioannis A.; Beck, André Teófilo
Source: Mechanical Systems and Signal Processing. Unidade: EESC
Subjects: DINÂMICA ESTOCÁSTICA, SISTEMAS NÃO LINEARES, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PETROMICHELAKIS, Ioannis et al. Wiener path integral most probable path determination: a computational algebraic geometry solution treatment. Mechanical Systems and Signal Processing, v. 153, p. 1-24, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.ymssp.2020.107534. Acesso em: 05 jul. 2024.
APA
Petromichelakis, I., Bosse, R. M., Kougioumtzoglou, I. A., & Beck, A. T. (2021). Wiener path integral most probable path determination: a computational algebraic geometry solution treatment. Mechanical Systems and Signal Processing, 153, 1-24. doi:10.1016/j.ymssp.2020.107534
NLM
Petromichelakis I, Bosse RM, Kougioumtzoglou IA, Beck AT. Wiener path integral most probable path determination: a computational algebraic geometry solution treatment [Internet]. Mechanical Systems and Signal Processing. 2021 ; 153 1-24.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.ymssp.2020.107534
Vancouver
Petromichelakis I, Bosse RM, Kougioumtzoglou IA, Beck AT. Wiener path integral most probable path determination: a computational algebraic geometry solution treatment [Internet]. Mechanical Systems and Signal Processing. 2021 ; 153 1-24.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.ymssp.2020.107534
Artigo de periodico
Performance based assessment of transmission lines to seismic events (2021)
Miguel, Leandro Fleck Fadel; Alminhana, Fábio; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: LINHAS DE TRANSMISSÃO DE ENERGIA ELÉTRICA, ANÁLISE NÃO LINEAR DE ESTRUTURAS, SISMOLOGIA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MIGUEL, Leandro Fleck Fadel e ALMINHANA, Fábio e BECK, André Teófilo. Performance based assessment of transmission lines to seismic events. Engineering Structures, v. 249, p. 1-16, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.113298. Acesso em: 05 jul. 2024.
APA
Miguel, L. F. F., Alminhana, F., & Beck, A. T. (2021). Performance based assessment of transmission lines to seismic events. Engineering Structures, 249, 1-16. doi:10.1016/j.engstruct.2021.113298
NLM
Miguel LFF, Alminhana F, Beck AT. Performance based assessment of transmission lines to seismic events [Internet]. Engineering Structures. 2021 ; 249 1-16.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113298
Vancouver
Miguel LFF, Alminhana F, Beck AT. Performance based assessment of transmission lines to seismic events [Internet]. Engineering Structures. 2021 ; 249 1-16.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113298
Artigo de periodico
Optimal design of redundant structural systems: fundamentals (2020)
Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: ESTRUTURAS, RESISTÊNCIA DOS MATERIAIS, ANÁLISE DE RISCO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo. Optimal design of redundant structural systems: fundamentals. Engineering Structures, v. 219, p. 1-24, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2020.110542. Acesso em: 05 jul. 2024.
APA
Beck, A. T. (2020). Optimal design of redundant structural systems: fundamentals. Engineering Structures, 219, 1-24. doi:10.1016/j.engstruct.2020.110542
NLM
Beck AT. Optimal design of redundant structural systems: fundamentals [Internet]. Engineering Structures. 2020 ; 219 1-24.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.engstruct.2020.110542
Vancouver
Beck AT. Optimal design of redundant structural systems: fundamentals [Internet]. Engineering Structures. 2020 ; 219 1-24.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.engstruct.2020.110542
Artigo de periodico
Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios (2020)
Beck, André Teófilo ; Ribeiro, Lucas da Rosa; Valdebenito, Marcos
Source: Engineering Structures. Unidade: EESC
Subjects: COLUNAS, ESTRUTURAS, RISCO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e RIBEIRO, Lucas da Rosa e VALDEBENITO, Marcos. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios. Engineering Structures, v. 225, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2020.111295. Acesso em: 05 jul. 2024.
APA
Beck, A. T., Ribeiro, L. da R., & Valdebenito, M. (2020). Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios. Engineering Structures, 225, 1-17. doi:10.1016/j.engstruct.2020.111295
NLM
Beck AT, Ribeiro L da R, Valdebenito M. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios [Internet]. Engineering Structures. 2020 ; 225 1-17.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.engstruct.2020.111295
Vancouver
Beck AT, Ribeiro L da R, Valdebenito M. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios [Internet]. Engineering Structures. 2020 ; 225 1-17.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.engstruct.2020.111295
Artigo de periodico
Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints (2020)
Silva, Gustavo Assis da; Cardoso, Eduardo Lenz; Beck, André Teófilo
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: TOPOLOGIA, ESTRUTURAS, ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Gustavo Assis da e CARDOSO, Eduardo Lenz e BECK, André Teófilo. Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints. Probabilistic Engineering Mechanics, v. 59, p. 1-10, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2020.103039. Acesso em: 05 jul. 2024.
APA
Silva, G. A. da, Cardoso, E. L., & Beck, A. T. (2020). Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints. Probabilistic Engineering Mechanics, 59, 1-10. doi:10.1016/j.probengmech.2020.103039
NLM
Silva GA da, Cardoso EL, Beck AT. Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints [Internet]. Probabilistic Engineering Mechanics. 2020 ; 59 1-10.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.probengmech.2020.103039
Vancouver
Silva GA da, Cardoso EL, Beck AT. Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints [Internet]. Probabilistic Engineering Mechanics. 2020 ; 59 1-10.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.probengmech.2020.103039
Artigo de periodico
Framework for probabilistic leakage resistance envelopes of casing connections (2020)
Mantilla Uribe, Juan Camilo; Beck, André Teófilo
Source: Engineering Failure Analysis. Unidade: EESC
Subjects: REVESTIMENTOS, POÇOS, ANÁLISE DE REGRESSÃO E DE CORRELAÇÃO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MANTILLA URIBE, Juan Camilo e BECK, André Teófilo. Framework for probabilistic leakage resistance envelopes of casing connections. Engineering Failure Analysis, v. 118, p. 1-21, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.engfailanal.2020.104872. Acesso em: 05 jul. 2024.
APA
Mantilla Uribe, J. C., & Beck, A. T. (2020). Framework for probabilistic leakage resistance envelopes of casing connections. Engineering Failure Analysis, 118, 1-21. doi:10.1016/j.engfailanal.2020.104872
NLM
Mantilla Uribe JC, Beck AT. Framework for probabilistic leakage resistance envelopes of casing connections [Internet]. Engineering Failure Analysis. 2020 ; 118 1-21.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.engfailanal.2020.104872
Vancouver
Mantilla Uribe JC, Beck AT. Framework for probabilistic leakage resistance envelopes of casing connections [Internet]. Engineering Failure Analysis. 2020 ; 118 1-21.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.engfailanal.2020.104872
Artigo de periodico
Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity (2020)
Silva, Gustavo Assis da; Beck, André Teófilo ; Sigmund, Ole
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: TOPOLOGIA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Gustavo Assis da e BECK, André Teófilo e SIGMUND, Ole. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity. Computer Methods in Applied Mechanics and Engineering, v. 365, p. 1-31, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2020.112972. Acesso em: 05 jul. 2024.
APA
Silva, G. A. da, Beck, A. T., & Sigmund, O. (2020). Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity. Computer Methods in Applied Mechanics and Engineering, 365, 1-31. doi:10.1016/j.cma.2020.112972
NLM
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 365 1-31.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.cma.2020.112972
Vancouver
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 365 1-31.[citado 2024 jul. 05 ] Available from: https://doi.org/10.1016/j.cma.2020.112972

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