Filtros : "BECK, ANDRÉ TEÓFILO" "Indexado no Scopus" Removido: "2009" Limpar

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  • Source: International Journal of Geosynthetics and Ground Engineering. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, TRANSIENTES HIDRÁULICOS, BARRAGENS DE TERRA, PRECIPITAÇÃO ATMOSFÉRICA, ESTRUTURAS

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      TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, v. 10, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s40891-024-00571-1. Acesso em: 28 jul. 2024.
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      Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2024). Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, 10, 1-17. doi:10.1007/s40891-024-00571-1
    • NLM

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 jul. 28 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
    • Vancouver

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 jul. 28 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
  • Source: ProceedingsO. Conference titles: IFIP WG-7.5 conference on Reliability and Optimization of Structural Systems. Unidade: EESC

    Subjects: KRIGAGEM, ESTRUTURAS, ESTRUTURAS

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      KROETZ, Henrique Machado et al. Adaptive kriging strategy for risk optimization with time-dependent reliability. 2018, Anais.. Cham, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2018. Disponível em: https://repositorio.usp.br/directbitstream/baf3c8d2-d41e-4836-9bda-3dbd24a1ef41/OK___trabalho%2028.pdf. Acesso em: 28 jul. 2024.
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      Kroetz, H. M., Beck, A. T., Moustapha, M., & Sudret, B. (2018). Adaptive kriging strategy for risk optimization with time-dependent reliability. In ProceedingsO. Cham, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/baf3c8d2-d41e-4836-9bda-3dbd24a1ef41/OK___trabalho%2028.pdf
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      Kroetz HM, Beck AT, Moustapha M, Sudret B. Adaptive kriging strategy for risk optimization with time-dependent reliability [Internet]. ProceedingsO. 2018 ;[citado 2024 jul. 28 ] Available from: https://repositorio.usp.br/directbitstream/baf3c8d2-d41e-4836-9bda-3dbd24a1ef41/OK___trabalho%2028.pdf
    • Vancouver

      Kroetz HM, Beck AT, Moustapha M, Sudret B. Adaptive kriging strategy for risk optimization with time-dependent reliability [Internet]. ProceedingsO. 2018 ;[citado 2024 jul. 28 ] Available from: https://repositorio.usp.br/directbitstream/baf3c8d2-d41e-4836-9bda-3dbd24a1ef41/OK___trabalho%2028.pdf
  • Source: Applied Mathematical Modelling. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, MÉTODO DE GALERKIN

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      DEUS, Hilbeth Parente Azikri de et al. The Tikhonov regularization method in elastoplasticity. Applied Mathematical Modelling, v. 36, n. 10, p. 4687-4707, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.apm.2011.11.086. Acesso em: 28 jul. 2024.
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      Deus, H. P. A. de, Silva Junior, C. R. Á. da, Belo, I. M., & Beck, A. T. (2012). The Tikhonov regularization method in elastoplasticity. Applied Mathematical Modelling, 36( 10), 4687-4707. doi:10.1016/j.apm.2011.11.086
    • NLM

      Deus HPA de, Silva Junior CRÁ da, Belo IM, Beck AT. The Tikhonov regularization method in elastoplasticity [Internet]. Applied Mathematical Modelling. 2012 ; 36( 10): 4687-4707.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.apm.2011.11.086
    • Vancouver

      Deus HPA de, Silva Junior CRÁ da, Belo IM, Beck AT. The Tikhonov regularization method in elastoplasticity [Internet]. Applied Mathematical Modelling. 2012 ; 36( 10): 4687-4707.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.apm.2011.11.086
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), ESTRUTURAS (OTIMIZAÇÃO)

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      LOPEZ, Rafael Holdorf e BECK, André Teófilo. Reliability-based design optimization strategies based on FORM: a review. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 34, n. 4, p. 506-514, 2012Tradução . . Disponível em: https://doi.org/10.1590/s1678-58782012000400012. Acesso em: 28 jul. 2024.
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      Lopez, R. H., & Beck, A. T. (2012). Reliability-based design optimization strategies based on FORM: a review. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 34( 4), 506-514. doi:10.1590/s1678-58782012000400012
    • NLM

      Lopez RH, Beck AT. Reliability-based design optimization strategies based on FORM: a review [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2012 ; 34( 4): 506-514.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1590/s1678-58782012000400012
    • Vancouver

      Lopez RH, Beck AT. Reliability-based design optimization strategies based on FORM: a review [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2012 ; 34( 4): 506-514.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1590/s1678-58782012000400012
  • Source: Probabilistic Engineering Mechanics. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), ESTRUTURAS (OTIMIZAÇÃO), RISCO (OTIMIZAÇÃO)

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      BECK, André Teófilo e GOMES, Wellison José de Santana. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty. Probabilistic Engineering Mechanics, v. 28, p. 18-29, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2011.08.007. Acesso em: 28 jul. 2024.
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      Beck, A. T., & Gomes, W. J. de S. (2012). A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty. Probabilistic Engineering Mechanics, 28, 18-29. doi:10.1016/j.probengmech.2011.08.007
    • NLM

      Beck AT, Gomes WJ de S. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty [Internet]. Probabilistic Engineering Mechanics. 2012 ; 28 18-29.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.probengmech.2011.08.007
    • Vancouver

      Beck AT, Gomes WJ de S. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty [Internet]. Probabilistic Engineering Mechanics. 2012 ; 28 18-29.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.probengmech.2011.08.007
  • Source: Computer Modeling in Engineering and Sciences - CMES. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), PROGRAMAÇÃO NÃO LINEAR, ALGORITMOS (OTIMIZAÇÃO)

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      SANTOS, Solange Regina dos e MATIOLI, Luiz Carlos e BECK, André Teófilo. New optimization algorithms for structural reliability analysis. Computer Modeling in Engineering and Sciences - CMES, v. 83, n. 1, p. 23-55, 2012Tradução . . Disponível em: http://www.techscience.com/doi/10.3970/cmes.2012.083.023.pdf. Acesso em: 28 jul. 2024.
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      Santos, S. R. dos, Matioli, L. C., & Beck, A. T. (2012). New optimization algorithms for structural reliability analysis. Computer Modeling in Engineering and Sciences - CMES, 83( 1), 23-55. doi:10.3970/cmes.2012.083.023
    • NLM

      Santos SR dos, Matioli LC, Beck AT. New optimization algorithms for structural reliability analysis [Internet]. Computer Modeling in Engineering and Sciences - CMES. 2012 ; 83( 1): 23-55.[citado 2024 jul. 28 ] Available from: http://www.techscience.com/doi/10.3970/cmes.2012.083.023.pdf
    • Vancouver

      Santos SR dos, Matioli LC, Beck AT. New optimization algorithms for structural reliability analysis [Internet]. Computer Modeling in Engineering and Sciences - CMES. 2012 ; 83( 1): 23-55.[citado 2024 jul. 28 ] Available from: http://www.techscience.com/doi/10.3970/cmes.2012.083.023.pdf
  • Source: Computers and Structures. Unidade: EESC

    Subjects: MÉTODO DE MONTE CARLO (SIMULAÇÃO), PROCESSOS ESTOCÁSTICOS, VIGAS

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      SILVA JUNIOR, Cláudio Roberto Ávila da e BECK, André Teófilo. Chaos-Galerkin solution of stochastic Timoshenko bending problems. Computers and Structures, v. 89, n. 7-8, p. 599-611, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.compstruc.2011.01.002. Acesso em: 28 jul. 2024.
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      Silva Junior, C. R. Á. da, & Beck, A. T. (2011). Chaos-Galerkin solution of stochastic Timoshenko bending problems. Computers and Structures, 89( 7-8), 599-611. doi:10.1016/j.compstruc.2011.01.002
    • NLM

      Silva Junior CRÁ da, Beck AT. Chaos-Galerkin solution of stochastic Timoshenko bending problems [Internet]. Computers and Structures. 2011 ; 89( 7-8): 599-611.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.compstruc.2011.01.002
    • Vancouver

      Silva Junior CRÁ da, Beck AT. Chaos-Galerkin solution of stochastic Timoshenko bending problems [Internet]. Computers and Structures. 2011 ; 89( 7-8): 599-611.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.compstruc.2011.01.002
  • Source: Computer Modeling in Engineering and Sciences - CMES. Unidade: EESC

    Subjects: PROCESSOS ESTOCÁSTICOS, MÉTODO DE MONTE CARLO, MÉTODO DOS ELEMENTOS FINITOS

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      SILVA JUNIOR, Claudio Roberto Ávila da et al. Galerkin solution of stochastic beam bending on winkler foundations. Computer Modeling in Engineering and Sciences - CMES, v. 67, n. 2, p. 119-149, 2010Tradução . . Disponível em: https://doi.org/10.3970/cmes.2010.067.119. Acesso em: 28 jul. 2024.
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      Silva Junior, C. R. Á. da, Deus, H. P. A. de, Mantovani, G. E., & Beck, A. T. (2010). Galerkin solution of stochastic beam bending on winkler foundations. Computer Modeling in Engineering and Sciences - CMES, 67( 2), 119-149. doi:10.3970/cmes.2010.067.119
    • NLM

      Silva Junior CRÁ da, Deus HPA de, Mantovani GE, Beck AT. Galerkin solution of stochastic beam bending on winkler foundations [Internet]. Computer Modeling in Engineering and Sciences - CMES. 2010 ; 67( 2): 119-149.[citado 2024 jul. 28 ] Available from: https://doi.org/10.3970/cmes.2010.067.119
    • Vancouver

      Silva Junior CRÁ da, Deus HPA de, Mantovani GE, Beck AT. Galerkin solution of stochastic beam bending on winkler foundations [Internet]. Computer Modeling in Engineering and Sciences - CMES. 2010 ; 67( 2): 119-149.[citado 2024 jul. 28 ] Available from: https://doi.org/10.3970/cmes.2010.067.119
  • Source: Probabilistic Engineering Mechanics. Unidade: EESC

    Subjects: PROCESSOS ESTOCÁSTICOS, MÉTODO DE GALERKIN

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      SILVA JUNIOR, Cláudio Roberto Ávila da e BECK, André Teófilo. Bending of stochastic Kirchhoff plates on Winkler foundations via the Galerkin method and the Askey-Wiener scheme. Probabilistic Engineering Mechanics, v. 25, n. 2, p. 172-182, 2010Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2009.10.002. Acesso em: 28 jul. 2024.
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      Silva Junior, C. R. Á. da, & Beck, A. T. (2010). Bending of stochastic Kirchhoff plates on Winkler foundations via the Galerkin method and the Askey-Wiener scheme. Probabilistic Engineering Mechanics, 25( 2), 172-182. doi:10.1016/j.probengmech.2009.10.002
    • NLM

      Silva Junior CRÁ da, Beck AT. Bending of stochastic Kirchhoff plates on Winkler foundations via the Galerkin method and the Askey-Wiener scheme [Internet]. Probabilistic Engineering Mechanics. 2010 ; 25( 2): 172-182.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.probengmech.2009.10.002
    • Vancouver

      Silva Junior CRÁ da, Beck AT. Bending of stochastic Kirchhoff plates on Winkler foundations via the Galerkin method and the Askey-Wiener scheme [Internet]. Probabilistic Engineering Mechanics. 2010 ; 25( 2): 172-182.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.probengmech.2009.10.002
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Assunto: ESTRUTURAS (CONFIABILIDADE)

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      BECK, André Teófilo e SOUZA JUNIOR, Antônio Carlos. A first attempt towards reliability-based calibration of brazilian structural design codes. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 32, n. 2, p. 119-127, 2010Tradução . . Disponível em: https://doi.org/10.1590/s1678-58782010000200004. Acesso em: 28 jul. 2024.
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      Beck, A. T., & Souza Junior, A. C. (2010). A first attempt towards reliability-based calibration of brazilian structural design codes. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 32( 2), 119-127. doi:10.1590/s1678-58782010000200004
    • NLM

      Beck AT, Souza Junior AC. A first attempt towards reliability-based calibration of brazilian structural design codes [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2010 ; 32( 2): 119-127.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1590/s1678-58782010000200004
    • Vancouver

      Beck AT, Souza Junior AC. A first attempt towards reliability-based calibration of brazilian structural design codes [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2010 ; 32( 2): 119-127.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1590/s1678-58782010000200004
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: SEGURANÇA ESTRUTURAL, COLUNAS, ANÁLISE NUMÉRICA, MÉTODO DOS ELEMENTOS FINITOS

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      BECK, André Teófilo e DÓRIA, André Santos. Reliability analysis of I-section steel columns designed according to new brazilian building codes. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 30, n. 2, p. 152-159, 2008Tradução . . Disponível em: https://doi.org/10.1590/s1678-58782008000200008. Acesso em: 28 jul. 2024.
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      Beck, A. T., & Dória, A. S. (2008). Reliability analysis of I-section steel columns designed according to new brazilian building codes. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 30( 2), 152-159. doi:10.1590/s1678-58782008000200008
    • NLM

      Beck AT, Dória AS. Reliability analysis of I-section steel columns designed according to new brazilian building codes [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2008 ; 30( 2): 152-159.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1590/s1678-58782008000200008
    • Vancouver

      Beck AT, Dória AS. Reliability analysis of I-section steel columns designed according to new brazilian building codes [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2008 ; 30( 2): 152-159.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1590/s1678-58782008000200008
  • Source: Probabilistic Engineering Mechanics. Unidade: EESC

    Subjects: PROCESSOS ESTOCÁSTICOS, MÉTODO DE MONTE CARLO, ESTRUTURAS (CONFIABILIDADE)

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      BECK, André Teófilo. The random barrier-crossing problem. Probabilistic Engineering Mechanics, v. 23, n. 2-3, p. 134-145, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2007.12.001. Acesso em: 28 jul. 2024.
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      Beck, A. T. (2008). The random barrier-crossing problem. Probabilistic Engineering Mechanics, 23( 2-3), 134-145. doi:10.1016/j.probengmech.2007.12.001
    • NLM

      Beck AT. The random barrier-crossing problem [Internet]. Probabilistic Engineering Mechanics. 2008 ; 23( 2-3): 134-145.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.probengmech.2007.12.001
    • Vancouver

      Beck AT. The random barrier-crossing problem [Internet]. Probabilistic Engineering Mechanics. 2008 ; 23( 2-3): 134-145.[citado 2024 jul. 28 ] Available from: https://doi.org/10.1016/j.probengmech.2007.12.001

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