ReP USP - Resultado da busca

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: 30 abr. 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 abr. 30 ] 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 abr. 30 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
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: 30 abr. 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 abr. 30 ] 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 abr. 30 ] 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: 30 abr. 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 abr. 30 ] 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 abr. 30 ] Available from: https://doi.org/10.1080/15732479.2022.2122516
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
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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: 30 abr. 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 abr. 30 ] 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 abr. 30 ] Available from: https://doi.org/10.1016/j.engstruct.2021.113298
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: 30 abr. 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 abr. 30 ] 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 abr. 30 ] Available from: https://doi.org/10.1016/j.engstruct.2019.01.121
Trabalho de evento
Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods (2019)
Carlom, Andre Gustavo; Lopez, Rafael Holdorf; Espath, Luis; Miguel, Leandro Fleck Fadel; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
CARLOM, Andre Gustavo et al. Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf. Acesso em: 30 abr. 2024.
APA
Carlom, A. G., Lopez, R. H., Espath, L., Miguel, L. F. F., & Beck, A. T. (2019). Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf
NLM
Carlom AG, Lopez RH, Espath L, Miguel LFF, Beck AT. Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods [Internet]. Proceedings. 2019 ;[citado 2024 abr. 30 ] Available from: https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf
Vancouver
Carlom AG, Lopez RH, Espath L, Miguel LFF, Beck AT. Maximization of the reliability of friction tuned mass dampers using stochastic gradient methods [Internet]. Proceedings. 2019 ;[citado 2024 abr. 30 ] Available from: https://repositorio.usp.br/directbitstream/a5e992fa-48e7-4eee-8658-cb3d36f035ae/art3.pdf
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
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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: 30 abr. 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 abr. 30 ] 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 abr. 30 ] Available from: https://doi.org/10.1007/s00158-019-02243-5
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
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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: 30 abr. 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 abr. 30 ] 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 abr. 30 ] 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
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: 30 abr. 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 abr. 30 ]
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 abr. 30 ]
Parte de monografia/livro
Tuned mass dampers for passive control of structures under earthquake excitations (2015)
Lopez, Rafael Holdorf; Miguel, Leandro Fleck Fadel; Beck, André Teófilo
Source: Encyclopedia of Earthquake Engineering. Unidade: EESC
Subjects: ESTRUTURAS, TERREMOTOS, ONDAS SÍSMICAS
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. Tuned mass dampers for passive control of structures under earthquake excitations. Encyclopedia of Earthquake Engineering. Tradução . Heidelberg, Germany: Springer, 2015. . Disponível em: https://doi.org/10.1007/978-3-642-36197-5. Acesso em: 30 abr. 2024.
APA
Lopez, R. H., Miguel, L. F. F., & Beck, A. T. (2015). Tuned mass dampers for passive control of structures under earthquake excitations. In Encyclopedia of Earthquake Engineering. Heidelberg, Germany: Springer. doi:10.1007/978-3-642-36197-5
NLM
Lopez RH, Miguel LFF, Beck AT. Tuned mass dampers for passive control of structures under earthquake excitations [Internet]. In: Encyclopedia of Earthquake Engineering. Heidelberg, Germany: Springer; 2015. [citado 2024 abr. 30 ] Available from: https://doi.org/10.1007/978-3-642-36197-5
Vancouver
Lopez RH, Miguel LFF, Beck AT. Tuned mass dampers for passive control of structures under earthquake excitations [Internet]. In: Encyclopedia of Earthquake Engineering. Heidelberg, Germany: Springer; 2015. [citado 2024 abr. 30 ] Available from: https://doi.org/10.1007/978-3-642-36197-5
Artigo de periodico
A comparison between robust and risk-based optimization under uncertainty (2015)
Beck, André Teófilo; Gomes, Wellison José de Santana; Lopez, Rafael Holdorf; Miguel, Leandro Fleck Fadel
Source: Structural and Multidisciplinary Optimization. Unidade: EESC
Subjects: TEORIA DA CONFIABILIDADE, ESTRUTURAS (CONFIABILIDADE), ESTRUTURAS (OTIMIZAÇÃO), RISCO (OTIMIZAÇÃO)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo et al. A comparison between robust and risk-based optimization under uncertainty. Structural and Multidisciplinary Optimization, v. 52, n. 3, p. 479-492, 2015Tradução . . Disponível em: https://doi.org/10.1007/s00158-015-1253-9. Acesso em: 30 abr. 2024.
APA
Beck, A. T., Gomes, W. J. de S., Lopez, R. H., & Miguel, L. F. F. (2015). A comparison between robust and risk-based optimization under uncertainty. Structural and Multidisciplinary Optimization, 52( 3), 479-492. doi:10.1007/s00158-015-1253-9
NLM
Beck AT, Gomes WJ de S, Lopez RH, Miguel LFF. A comparison between robust and risk-based optimization under uncertainty [Internet]. Structural and Multidisciplinary Optimization. 2015 ; 52( 3): 479-492.[citado 2024 abr. 30 ] Available from: https://doi.org/10.1007/s00158-015-1253-9
Vancouver
Beck AT, Gomes WJ de S, Lopez RH, Miguel LFF. A comparison between robust and risk-based optimization under uncertainty [Internet]. Structural and Multidisciplinary Optimization. 2015 ; 52( 3): 479-492.[citado 2024 abr. 30 ] Available from: https://doi.org/10.1007/s00158-015-1253-9

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