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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: 06 jun. 2024.
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 2024 jun. 06 ] 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 2024 jun. 06 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
Artigo de periodico
Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants (2024)
Miguel, Leandro Fleck Fadel; Elias, Said; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: AMORTECEDORES, VIBRAÇÕES, ESTRUTURAS
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ABNT
MIGUEL, Leandro Fleck Fadel e ELIAS, Said e BECK, André Teófilo. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, v. 306, p. 1-13, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117861. Acesso em: 06 jun. 2024.
APA
Miguel, L. F. F., Elias, S., & Beck, A. T. (2024). Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, 306, 1-13. doi:10.1016/j.engstruct.2024.117861
NLM
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 jun. 06 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
Vancouver
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2024 jun. 06 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
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: 06 jun. 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 jun. 06 ] 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 jun. 06 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Artigo de periodico
Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes (2024)
Bosse, Rúbia Mara; Floréz-López, Julio; Gidráo. Gustavo M. S.; Rodrigues, Isabela Durci; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: MECÂNICA DO DANO, ESTRUTURAS DE CONCRETO ARMADO, ESTRUTURAS
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ABNT
BOSSE, Rúbia Mara et al. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, v. 311, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.118115. Acesso em: 06 jun. 2024.
APA
Bosse, R. M., Floréz-López, J., Gidráo. Gustavo M. S.,, Rodrigues, I. D., & Beck, A. T. (2024). Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, 311, 1-24. doi:10.1016/j.engstruct.2024.118115
NLM
Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2024 jun. 06 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115
Vancouver
Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2024 jun. 06 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115
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: 06 jun. 2024.
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 2024 jun. 06 ] 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 2024 jun. 06 ] Available from: http://dx.doi.org/10.1016/j.ress.2024.110172
Artigo de periodico
Comparison of risk-based robustness indices in progressive collapse analysis of building structures (2023)
Beck, André Teófilo ; Ribeiro, Lucas da Rosa; Costa, Luis Gustavo Lopes; Stewart, Mark G
Source: Structures. Unidade: EESC
Subjects: EDIFÍCIOS, PATOLOGIA DAS CONSTRUÇÕES, ESTRUTURAS
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ABNT
BECK, André Teófilo et al. Comparison of risk-based robustness indices in progressive collapse analysis of building structures. Structures, v. 57, p. 1-15, 2023Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2023.105295. Acesso em: 06 jun. 2024.
APA
Beck, A. T., Ribeiro, L. da R., Costa, L. G. L., & Stewart, M. G. (2023). Comparison of risk-based robustness indices in progressive collapse analysis of building structures. Structures, 57, 1-15. doi:10.1016/j.istruc.2023.105295
NLM
Beck AT, Ribeiro L da R, Costa LGL, Stewart MG. Comparison of risk-based robustness indices in progressive collapse analysis of building structures [Internet]. Structures. 2023 ; 57 1-15.[citado 2024 jun. 06 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105295
Vancouver
Beck AT, Ribeiro L da R, Costa LGL, Stewart MG. Comparison of risk-based robustness indices in progressive collapse analysis of building structures [Internet]. Structures. 2023 ; 57 1-15.[citado 2024 jun. 06 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105295
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
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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: 06 jun. 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 jun. 06 ] 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 jun. 06 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384
Artigo de periodico
Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading (2023)
Beck, André Teófilo ; Stewart, Mark G
Source: Structures. Unidade: EESC
Subjects: EDIFÍCIOS, EXPLOSÃO (CRIME), TERRORISMO, ESTRUTURAS
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ABNT
BECK, André Teófilo e STEWART, Mark G. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading. Structures, v. 57, p. 1-20, 2023Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2023.105103. Acesso em: 06 jun. 2024.
APA
Beck, A. T., & Stewart, M. G. (2023). Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading. Structures, 57, 1-20. doi:10.1016/j.istruc.2023.105103
NLM
Beck AT, Stewart MG. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading [Internet]. Structures. 2023 ; 57 1-20.[citado 2024 jun. 06 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105103
Vancouver
Beck AT, Stewart MG. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading [Internet]. Structures. 2023 ; 57 1-20.[citado 2024 jun. 06 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105103
Parte de monografia/livro
Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge (2023)
Ames, Isabela; Bittencourt, Túlio Nogueira ; Futai, Marcos Massao ; Beck, André Teófilo ; Souza, E. F.
Source: Life-Cycle of Structures and Infrastructure Systems. Conference titles: International Symposium on Life-Cycle Civil Engineering - IALCCE. Unidades: EESC, EP
Subjects: ESTRUTURAS, FERROVIAS, ESTRUTURAS
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ABNT
AMES, Isabela et al. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge. Life-Cycle of Structures and Infrastructure Systems. Tradução . London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. p. 368-275. Disponível em: http://dx.doi.org/10.1201/9781003323020-30. Acesso em: 06 jun. 2024.
APA
Ames, I., Bittencourt, T. N., Futai, M. M., Beck, A. T., & Souza, E. F. (2023). Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge. In Life-Cycle of Structures and Infrastructure Systems (p. 368-275). London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1201/9781003323020-30
NLM
Ames I, Bittencourt TN, Futai MM, Beck AT, Souza EF. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge [Internet]. In: Life-Cycle of Structures and Infrastructure Systems. London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2023. p. 368-275.[citado 2024 jun. 06 ] Available from: http://dx.doi.org/10.1201/9781003323020-30
Vancouver
Ames I, Bittencourt TN, Futai MM, Beck AT, Souza EF. Structural reliability analysis of vehicle-bridge interaction based dynamic response for a high-speed railway bridge [Internet]. In: Life-Cycle of Structures and Infrastructure Systems. London, United Kingdom: Escola de Engenharia de São Carlos, Universidade de São Paulo; 2023. p. 368-275.[citado 2024 jun. 06 ] Available from: http://dx.doi.org/10.1201/9781003323020-30
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: 06 jun. 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 jun. 06 ] 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 jun. 06 ] 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: 06 jun. 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 jun. 06 ] 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 jun. 06 ] 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
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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: 06 jun. 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 jun. 06 ] 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 jun. 06 ] Available from: https://doi.org/10.1016/j.istruc.2022.08.121
Artigo de periodico
Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation (2022)
Alves, Gabriel Padilha; Miguel, Leandro Fleck Fadel ; Lopez, Rafael Holdorf; Beck, André Teófilo
Source: Structure and Infrastructure Engineering. Unidade: EESC
Subjects: TRANSMISSÃO DE ENERGIA ELÉTRICA, KRIGAGEM, ESTRUTURAS
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ABNT
ALVES, Gabriel Padilha et al. Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation. Structure and Infrastructure Engineering, p. 1-15, 2022Tradução . . Disponível em: https://doi.org/10.1080/15732479.2022.2122516. Acesso em: 06 jun. 2024.
APA
Alves, G. P., Miguel, L. F. F., Lopez, R. H., & Beck, A. T. (2022). Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation. Structure and Infrastructure Engineering, 1-15. doi:10.1080/15732479.2022.2122516
NLM
Alves GP, Miguel LFF, Lopez RH, Beck AT. Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation [Internet]. Structure and Infrastructure Engineering. 2022 ; 1-15.[citado 2024 jun. 06 ] Available from: https://doi.org/10.1080/15732479.2022.2122516
Vancouver
Alves GP, Miguel LFF, Lopez RH, Beck AT. Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation [Internet]. Structure and Infrastructure Engineering. 2022 ; 1-15.[citado 2024 jun. 06 ] Available from: https://doi.org/10.1080/15732479.2022.2122516
Artigo de periodico
Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints (2021)
Silva, Gustavo Assis da; Aage, Niels; Beck, André Teófilo ; Sigmund, Ole
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Subjects: MANUFATURA ADITIVA, TOPOLOGIA, ESTRUTURAS
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ABNT
SILVA, Gustavo Assis da et al. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints. International Journal for Numerical Methods in Engineering, v. 122, p. 548-578, 2021Tradução . . Disponível em: https://doi.org/10.1002/nme.6548. Acesso em: 06 jun. 2024.
APA
Silva, G. A. da, Aage, N., Beck, A. T., & Sigmund, O. (2021). Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints. International Journal for Numerical Methods in Engineering, 122, 548-578. doi:10.1002/nme.6548
NLM
Silva GA da, Aage N, Beck AT, Sigmund O. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 122 548-578.[citado 2024 jun. 06 ] Available from: https://doi.org/10.1002/nme.6548
Vancouver
Silva GA da, Aage N, Beck AT, Sigmund O. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 122 548-578.[citado 2024 jun. 06 ] Available from: https://doi.org/10.1002/nme.6548
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: 06 jun. 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 jun. 06 ] 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 jun. 06 ] 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
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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: 06 jun. 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 jun. 06 ] 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 jun. 06 ] Available from: https://doi.org/10.1016/j.ymssp.2021.107767
Artigo de periodico
Local versus global stress constraint strategies in topology optimization: a comparative study (2021)
Silva, Gustavo Assis da; Aage, Niels; Beck, André Teófilo ; Sigmund, Ole
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Subjects: TOPOLOGIA, TENSÃO ESTRUTURAL, ESTRUTURAS
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ABNT
SILVA, Gustavo Assis da et al. Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, p. 1-34, 2021Tradução . . Disponível em: https://doi.org/10.1002/nme.6781. Acesso em: 06 jun. 2024.
APA
Silva, G. A. da, Aage, N., Beck, A. T., & Sigmund, O. (2021). Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, 1-34. doi:10.1002/nme.6781
NLM
Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2024 jun. 06 ] Available from: https://doi.org/10.1002/nme.6781
Vancouver
Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2024 jun. 06 ] Available from: https://doi.org/10.1002/nme.6781
Artigo de periodico
Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs (2021)
Carneiro, Anselmo Leal; Portela, Enson de Lima ; Bittencourt, Túlio Nogueira ; Beck, André Teófilo ; Carvalho, Hermes
Source: Structure and Infrastructure Engineering. Unidades: EP, EESC
Subjects: FADIGA DAS ESTRUTURAS, PONTES DE CONCRETO, VIGAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARNEIRO, Anselmo Leal et al. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs. Structure and Infrastructure Engineering, p. 1-21, 2021Tradução . . Disponível em: https://doi.org/10.1080/15732479.2021.1924798. Acesso em: 06 jun. 2024.
APA
Carneiro, A. L., Portela, E. de L., Bittencourt, T. N., Beck, A. T., & Carvalho, H. (2021). Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs. Structure and Infrastructure Engineering, 1-21. doi:10.1080/15732479.2021.1924798
NLM
Carneiro AL, Portela E de L, Bittencourt TN, Beck AT, Carvalho H. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs [Internet]. Structure and Infrastructure Engineering. 2021 ; 1-21.[citado 2024 jun. 06 ] Available from: https://doi.org/10.1080/15732479.2021.1924798
Vancouver
Carneiro AL, Portela E de L, Bittencourt TN, Beck AT, Carvalho H. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs [Internet]. Structure and Infrastructure Engineering. 2021 ; 1-21.[citado 2024 jun. 06 ] Available from: https://doi.org/10.1080/15732479.2021.1924798
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: 06 jun. 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 jun. 06 ] 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 jun. 06 ] 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: 06 jun. 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 jun. 06 ] 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 jun. 06 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113298

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