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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
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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: 02 nov. 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 nov. 02 ] 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 nov. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2019.01.121
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: 02 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. 02 ] 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. 02 ] Available from: https://doi.org/10.1016/j.strusafe.2017.10.006
Trabalho de evento
Robust design of tuned mass dampers for passive control of structures under earthquake excitations (2017)
Lopez, Rafael Holdorf; Miguel, Leandro Fleck Fadel; Beck, André Teófilo
Source: Proceedings. Conference titles: World Conference on Earthquake Engineering - WCEE. Unidade: EESC
Subjects: TERREMOTOS, ONDAS SÍSMICAS, ESTRUTURAS
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ABNT
LOPEZ, Rafael Holdorf e MIGUEL, Leandro Fleck Fadel e BECK, André Teófilo. Robust design of tuned mass dampers for passive control of structures under earthquake excitations. 2017, Anais.. Santiago, Chile: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2017. . Acesso em: 02 nov. 2024.
APA
Lopez, R. H., Miguel, L. F. F., & Beck, A. T. (2017). Robust design of tuned mass dampers for passive control of structures under earthquake excitations. In Proceedings. Santiago, Chile: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Lopez RH, Miguel LFF, Beck AT. Robust design of tuned mass dampers for passive control of structures under earthquake excitations. Proceedings. 2017 ;[citado 2024 nov. 02 ]
Vancouver
Lopez RH, Miguel LFF, Beck AT. Robust design of tuned mass dampers for passive control of structures under earthquake excitations. Proceedings. 2017 ;[citado 2024 nov. 02 ]
Artigo de periodico
Robust design optimization of TMDs in vehicle–bridge coupled vibration problems (2016)
Beck, André Teófilo; Lopez, Rafael Holdorf; Torii, André Jacomel; Miguel, Letícia Fleck Fadel; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: VIBRAÇÕES, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS (CONFIABILIDADE), DINÂMICA ESTOCÁSTICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo et al. Robust design optimization of TMDs in vehicle–bridge coupled vibration problems. Engineering Structures, v. No 2016, p. 703-711, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2016.08.033. Acesso em: 02 nov. 2024.
APA
Beck, A. T., Lopez, R. H., Torii, A. J., Miguel, L. F. F., & Beck, A. T. (2016). Robust design optimization of TMDs in vehicle–bridge coupled vibration problems. Engineering Structures, No 2016, 703-711. doi:10.1016/j.engstruct.2016.08.033
NLM
Beck AT, Lopez RH, Torii AJ, Miguel LFF, Beck AT. Robust design optimization of TMDs in vehicle–bridge coupled vibration problems [Internet]. Engineering Structures. 2016 ; No 2016 703-711.[citado 2024 nov. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2016.08.033
Vancouver
Beck AT, Lopez RH, Torii AJ, Miguel LFF, Beck AT. Robust design optimization of TMDs in vehicle–bridge coupled vibration problems [Internet]. Engineering Structures. 2016 ; No 2016 703-711.[citado 2024 nov. 02 ] Available from: https://doi.org/10.1016/j.engstruct.2016.08.033
Artigo de periodico
Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme (2009)
Silva Júnior, Cláudio Roberto Ávila da; Beck, André Teófilo; Rosa, Edison da
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Assunto: PROCESSOS ESTOCÁSTICOS
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ABNT
SILVA JÚNIOR, Cláudio Roberto Ávila da e BECK, André Teófilo e ROSA, Edison da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme. Latin American Journal of Solids and Structures, v. 6, n. 1, p. 51-72, 2009Tradução . . Disponível em: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159. Acesso em: 02 nov. 2024.
APA
Silva Júnior, C. R. Á. da, Beck, A. T., & Rosa, E. da. (2009). Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme. Latin American Journal of Solids and Structures, 6( 1), 51-72. Recuperado de http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
NLM
Silva Júnior CRÁ da, Beck AT, Rosa E da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 1): 51-72.[citado 2024 nov. 02 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
Vancouver
Silva Júnior CRÁ da, Beck AT, Rosa E da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 1): 51-72.[citado 2024 nov. 02 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
Artigo de periodico
Structural reliability analysis using deterministic finite element programs (2006)
Beck, André Teófilo; Rosa, Edison da
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, TRELIÇAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e ROSA, Edison da. Structural reliability analysis using deterministic finite element programs. Latin American Journal of Solids and Structures, v. 3, n. 3, p. Se 2006, 2006Tradução . . Acesso em: 02 nov. 2024.
APA
Beck, A. T., & Rosa, E. da. (2006). Structural reliability analysis using deterministic finite element programs. Latin American Journal of Solids and Structures, 3( 3), Se 2006.
NLM
Beck AT, Rosa E da. Structural reliability analysis using deterministic finite element programs. Latin American Journal of Solids and Structures. 2006 ; 3( 3): Se 2006.[citado 2024 nov. 02 ]
Vancouver
Beck AT, Rosa E da. Structural reliability analysis using deterministic finite element programs. Latin American Journal of Solids and Structures. 2006 ; 3( 3): Se 2006.[citado 2024 nov. 02 ]

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