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Artigo de periodico
A performance measure approach for risk optimization (2019)
Torii, André Jacomel; Lopez, Rafael Holdorf; Beck, André Teófilo ; Miguel, Leandro Fleck Fadel
Source: Structural and Multidisciplinary Optimization. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TORII, André Jacomel et al. A performance measure approach for risk optimization. Structural and Multidisciplinary Optimization, v. 60, p. 927-947, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00158-019-02243-5. Acesso em: 09 out. 2024.
APA
Torii, A. J., Lopez, R. H., Beck, A. T., & Miguel, L. F. F. (2019). A performance measure approach for risk optimization. Structural and Multidisciplinary Optimization, 60, 927-947. doi:10.1007/s00158-019-02243-5
NLM
Torii AJ, Lopez RH, Beck AT, Miguel LFF. A performance measure approach for risk optimization [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 60 927-947.[citado 2024 out. 09 ] Available from: https://doi.org/10.1007/s00158-019-02243-5
Vancouver
Torii AJ, Lopez RH, Beck AT, Miguel LFF. A performance measure approach for risk optimization [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 60 927-947.[citado 2024 out. 09 ] Available from: https://doi.org/10.1007/s00158-019-02243-5
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 09 out. 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 out. 09 ]
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 out. 09 ]
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 09 out. 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 out. 09 ] 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 out. 09 ] 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: 09 out. 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 out. 09 ]
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 out. 09 ]

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