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Trabalho de evento
Optimal probabilistic design of redundant structural systems for progressive collapse (2019)
Beck, André Teófilo
Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo. Optimal probabilistic design of redundant structural systems for progressive collapse. 2019, Anais.. Rio de Janeiro, RJ: ABCM, 2019. . Acesso em: 15 maio 2024.
APA
Beck, A. T. (2019). Optimal probabilistic design of redundant structural systems for progressive collapse. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
NLM
Beck AT. Optimal probabilistic design of redundant structural systems for progressive collapse. Proceedings of MECSOL. 2019 ;[citado 2024 maio 15 ]
Vancouver
Beck AT. Optimal probabilistic design of redundant structural systems for progressive collapse. Proceedings of MECSOL. 2019 ;[citado 2024 maio 15 ]
Trabalho de evento
Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method (2019)
Kroetz, Henrique Machado; Pellizzer, Giovanni Pais; Leonel, Edson Denner ; Beck, André Teófilo
Source: Proceedings of MECSOL. Conference titles: International Symposium on Solid Mechanics - MECSOL. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KROETZ, Henrique Machado et al. Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. 2019, Anais.. Rio de Janeiro, RJ: ABCM, 2019. . Acesso em: 15 maio 2024.
APA
Kroetz, H. M., Pellizzer, G. P., Leonel, E. D., & Beck, A. T. (2019). Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. In Proceedings of MECSOL. Rio de Janeiro, RJ: ABCM.
NLM
Kroetz HM, Pellizzer GP, Leonel ED, Beck AT. Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. Proceedings of MECSOL. 2019 ;[citado 2024 maio 15 ]
Vancouver
Kroetz HM, Pellizzer GP, Leonel ED, Beck AT. Reinforced concrete time-dependent reliability considering penetration of chlorides via boundary element method. Proceedings of MECSOL. 2019 ;[citado 2024 maio 15 ]
Artigo de periodico
A stochastic gradient approach for the reliability maximization of passively controlled structures (2019)
Carlon, André Gustavo; Lopez, Rafael Holdorf; Espath, Luis Felipe da Rosa; Miguel, Leandro Fleck Fadel; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: ESTRUTURAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARLON, André Gustavo et al. A stochastic gradient approach for the reliability maximization of passively controlled structures. Engineering Structures, v. 186, p. 1-12, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2019.01.121. Acesso em: 15 maio 2024.
APA
Carlon, A. G., Lopez, R. H., Espath, L. F. da R., Miguel, L. F. F., & Beck, A. T. (2019). A stochastic gradient approach for the reliability maximization of passively controlled structures. Engineering Structures, 186, 1-12. doi:10.1016/j.engstruct.2019.01.121
NLM
Carlon AG, Lopez RH, Espath LF da R, Miguel LFF, Beck AT. A stochastic gradient approach for the reliability maximization of passively controlled structures [Internet]. Engineering Structures. 2019 ; 186 1-12.[citado 2024 maio 15 ] Available from: https://doi.org/10.1016/j.engstruct.2019.01.121
Vancouver
Carlon AG, Lopez RH, Espath LF da R, Miguel LFF, Beck AT. A stochastic gradient approach for the reliability maximization of passively controlled structures [Internet]. Engineering Structures. 2019 ; 186 1-12.[citado 2024 maio 15 ] Available from: https://doi.org/10.1016/j.engstruct.2019.01.121
Artigo de periodico
Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness (2019)
Silva, Gustavo Assis da; Beck, André Teófilo ; Sigmund, Ole
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: TOPOLOGIA, ROBUSTEZ, TENSÃO ESTRUTURAL, 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 with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, v. 354, p. 397-421, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2019.05.046. Acesso em: 15 maio 2024.
APA
Silva, G. A. da, Beck, A. T., & Sigmund, O. (2019). Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness. Computer Methods in Applied Mechanics and Engineering, 354, 397-421. doi:10.1016/j.cma.2019.05.046
NLM
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.[citado 2024 maio 15 ] Available from: https://doi.org/10.1016/j.cma.2019.05.046
Vancouver
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms with stress constraints and manufacturing error robustness [Internet]. Computer Methods in Applied Mechanics and Engineering. 2019 ; 354 397-421.[citado 2024 maio 15 ] Available from: https://doi.org/10.1016/j.cma.2019.05.046
Artigo de periodico
Robust topology optimization of compliant mechanisms with uncertainties in output stiffness (2019)
Cardoso, Eduardo Lenz; Silva, Gustavo Assis da; Beck, André Teófilo
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Subjects: TOPOLOGIA, ROBUSTEZ, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARDOSO, Eduardo Lenz e SILVA, Gustavo Assis da e BECK, André Teófilo. Robust topology optimization of compliant mechanisms with uncertainties in output stiffness. International Journal for Numerical Methods in Engineering, v. 119, n. 6, p. 532-547, 2019Tradução . . Disponível em: https://doi.org/10.1002/nme.6061. Acesso em: 15 maio 2024.
APA
Cardoso, E. L., Silva, G. A. da, & Beck, A. T. (2019). Robust topology optimization of compliant mechanisms with uncertainties in output stiffness. International Journal for Numerical Methods in Engineering, 119( 6), 532-547. doi:10.1002/nme.6061
NLM
Cardoso EL, Silva GA da, Beck AT. Robust topology optimization of compliant mechanisms with uncertainties in output stiffness [Internet]. International Journal for Numerical Methods in Engineering. 2019 ; 119( 6): 532-547.[citado 2024 maio 15 ] Available from: https://doi.org/10.1002/nme.6061
Vancouver
Cardoso EL, Silva GA da, Beck AT. Robust topology optimization of compliant mechanisms with uncertainties in output stiffness [Internet]. International Journal for Numerical Methods in Engineering. 2019 ; 119( 6): 532-547.[citado 2024 maio 15 ] Available from: https://doi.org/10.1002/nme.6061
Artigo de periodico
Random fatigue of plane frames via lumped damage mechanics (2019)
Vargas Bazán, José Antonio; Beck, André Teófilo ; Flórez-López, Julio
Source: Engineering Structures. Unidade: EESC
Subjects: MECÂNICA DO DANO, PROCESSOS ESTOCÁSTICOS, FADIGA DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VARGAS BAZÁN, José Antonio e BECK, André Teófilo e FLÓREZ-LÓPEZ, Julio. Random fatigue of plane frames via lumped damage mechanics. Engineering Structures, v. 182, p. 301-315, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.12.008. Acesso em: 15 maio 2024.
APA
Vargas Bazán, J. A., Beck, A. T., & Flórez-López, J. (2019). Random fatigue of plane frames via lumped damage mechanics. Engineering Structures, 182, 301-315. doi:10.1016/j.engstruct.2018.12.008
NLM
Vargas Bazán JA, Beck AT, Flórez-López J. Random fatigue of plane frames via lumped damage mechanics [Internet]. Engineering Structures. 2019 ; 182 301-315.[citado 2024 maio 15 ] Available from: https://doi.org/10.1016/j.engstruct.2018.12.008
Vancouver
Vargas Bazán JA, Beck AT, Flórez-López J. Random fatigue of plane frames via lumped damage mechanics [Internet]. Engineering Structures. 2019 ; 182 301-315.[citado 2024 maio 15 ] Available from: https://doi.org/10.1016/j.engstruct.2018.12.008
Artigo de periodico
Reliability-based calibration of Brazilian structural design codes used in the design of concrete structures (2019)
Santiago, Wagner Carvalho ; Kroetz, Henrique Machado ; Beck, André Teófilo
Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, SEGURANÇA ESTRUTURAL, ESTRUTURAS, NORMAS TÉCNICAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTIAGO, Wagner Carvalho e KROETZ, Henrique Machado e BECK, André Teófilo. Reliability-based calibration of Brazilian structural design codes used in the design of concrete structures. Revista IBRACON de Estruturas e Materiais, v. 12, n. 6, p. 1288-1304, 2019Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952019000600004. Acesso em: 15 maio 2024.
APA
Santiago, W. C., Kroetz, H. M., & Beck, A. T. (2019). Reliability-based calibration of Brazilian structural design codes used in the design of concrete structures. Revista IBRACON de Estruturas e Materiais, 12( 6), 1288-1304. doi:10.1590/S1983-41952019000600004
NLM
Santiago WC, Kroetz HM, Beck AT. Reliability-based calibration of Brazilian structural design codes used in the design of concrete structures [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( 6): 1288-1304.[citado 2024 maio 15 ] Available from: https://doi.org/10.1590/S1983-41952019000600004
Vancouver
Santiago WC, Kroetz HM, Beck AT. Reliability-based calibration of Brazilian structural design codes used in the design of concrete structures [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( 6): 1288-1304.[citado 2024 maio 15 ] Available from: https://doi.org/10.1590/S1983-41952019000600004

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