Filtros : "Structural Safety" Limpar

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  • Source: Structural Safety. Unidade: EESC

    Subjects: ENGENHARIA, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      BECK, André Teófilo e BOSSE, Rúbia Mara e RODRIGUES, Isabela Durci. On the ergodicity assumption in Performance-Based engineering. Structural Safety, v. 97, p. 1-8, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2022.102218. Acesso em: 28 jan. 2023.
    • APA

      Beck, A. T., Bosse, R. M., & Rodrigues, I. D. (2022). On the ergodicity assumption in Performance-Based engineering. Structural Safety, 97, 1-8. doi:10.1016/j.strusafe.2022.102218
    • NLM

      Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2022.102218
    • Vancouver

      Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2022.102218
  • 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: http://dx.doi.org/10.1016/j.strusafe.2017.10.006. Acesso em: 28 jan. 2023.
    • 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 2023 jan. 28 ] Available from: http://dx.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 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2017.10.006
  • Source: Structural Safety. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), ESTRUTURAS

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    • ABNT

      BECK, André Teófilo e SILVA JUNIOR, Claudio Roberto Ávila da. Strategies for finding the design point under bounded random variables. Structural Safety, v. 58, p. 79-93, 2016Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2015.08.006. Acesso em: 28 jan. 2023.
    • APA

      Beck, A. T., & Silva Junior, C. R. Á. da. (2016). Strategies for finding the design point under bounded random variables. Structural Safety, 58, 79-93. doi:10.1016/j.strusafe.2015.08.006
    • NLM

      Beck AT, Silva Junior CRÁ da. Strategies for finding the design point under bounded random variables [Internet]. Structural Safety. 2016 ; 58 79-93.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2015.08.006
    • Vancouver

      Beck AT, Silva Junior CRÁ da. Strategies for finding the design point under bounded random variables [Internet]. Structural Safety. 2016 ; 58 79-93.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2015.08.006
  • Source: Structural Safety. Unidade: EESC

    Subjects: CONVERGÊNCIA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      TONON, Patricia e CARRAZEDO, Rogério e SANCHES, Rodolfo André Kuche. Immersed normalized B-spline finite elements: a convergence study for 2D problems. Structural Safety, v. 114, p. 57-67, 2016Tradução . . Disponível em: http://dx.doi.org/10.1016/j.finel.2016.02.002. Acesso em: 28 jan. 2023.
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      Tonon, P., Carrazedo, R., & Sanches, R. A. K. (2016). Immersed normalized B-spline finite elements: a convergence study for 2D problems. Structural Safety, 114, 57-67. doi:10.1016/j.finel.2016.02.002
    • NLM

      Tonon P, Carrazedo R, Sanches RAK. Immersed normalized B-spline finite elements: a convergence study for 2D problems [Internet]. Structural Safety. 2016 ; 114 57-67.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.finel.2016.02.002
    • Vancouver

      Tonon P, Carrazedo R, Sanches RAK. Immersed normalized B-spline finite elements: a convergence study for 2D problems [Internet]. Structural Safety. 2016 ; 114 57-67.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.finel.2016.02.002
  • Source: Structural Safety. Unidade: EESC

    Subjects: CORROSÃO, GASODUTOS (SEGURANÇA)

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    • ABNT

      GOMES, Wellison José de Santana e BECK, André Teófilo. Optimal inspection and design of onshore pipelines under external corrosion process. Structural Safety, v. 47, p. 48-58, 2014Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2013.11.001. Acesso em: 28 jan. 2023.
    • APA

      Gomes, W. J. de S., & Beck, A. T. (2014). Optimal inspection and design of onshore pipelines under external corrosion process. Structural Safety, 47, 48-58. doi:10.1016/j.strusafe.2013.11.001
    • NLM

      Gomes WJ de S, Beck AT. Optimal inspection and design of onshore pipelines under external corrosion process [Internet]. Structural Safety. 2014 ; 47 48-58.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2013.11.001
    • Vancouver

      Gomes WJ de S, Beck AT. Optimal inspection and design of onshore pipelines under external corrosion process [Internet]. Structural Safety. 2014 ; 47 48-58.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2013.11.001
  • Source: Structural Safety. Unidade: EESC

    Subjects: SEGURANÇA ESTRUTURAL, ACOPLAGEM, MÉTODO DOS ELEMENTOS DE CONTORNO

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    • ABNT

      LEONEL, Edson Denner e BECK, André Teófilo e VENTURINI, Wilson Sergio. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems. Structural Safety, v. 33, n. 4-5, p. 261-274, 2011Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2011.04.001. Acesso em: 28 jan. 2023.
    • APA

      Leonel, E. D., Beck, A. T., & Venturini, W. S. (2011). On the performance of response surface and direct coupling approaches in solution of random crack propagation problems. Structural Safety, 33( 4-5), 261-274. doi:10.1016/j.strusafe.2011.04.001
    • NLM

      Leonel ED, Beck AT, Venturini WS. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems [Internet]. Structural Safety. 2011 ; 33( 4-5): 261-274.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2011.04.001
    • Vancouver

      Leonel ED, Beck AT, Venturini WS. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems [Internet]. Structural Safety. 2011 ; 33( 4-5): 261-274.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2011.04.001
  • Source: Structural Safety. Unidade: EESC

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

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    • ABNT

      BECK, André Teófilo e SILVA JUNIOR, Cláudio Roberto Ávila da. Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach. Structural Safety, v. 33, n. Ja 2011, p. 19-25, 2011Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2010.04.006. Acesso em: 28 jan. 2023.
    • APA

      Beck, A. T., & Silva Junior, C. R. Á. da. (2011). Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach. Structural Safety, 33( Ja 2011), 19-25. doi:10.1016/j.strusafe.2010.04.006
    • NLM

      Beck AT, Silva Junior CRÁ da. Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach [Internet]. Structural Safety. 2011 ; 33( Ja 2011): 19-25.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2010.04.006
    • Vancouver

      Beck AT, Silva Junior CRÁ da. Timoshenko versus Euler beam theory: Pitfalls of a deterministic approach [Internet]. Structural Safety. 2011 ; 33( Ja 2011): 19-25.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2010.04.006
  • Source: Structural Safety. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, SEGURANÇA ESTRUTURAL

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    • ABNT

      NEVES, Rodrigo de Azevedo e CHATEAUNEUF, Alaa Mohamed e VENTURINI, Wilson Sérgio. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes. Structural Safety, v. 30, n. 3, p. 183-199, 2008Tradução . . Disponível em: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V54-4MV71BF-2-17&_cdi=5776&_user=5674931&_orig=browse&_coverDate=05%2F31%2F2008&_sk=999699996&view=c&wchp=dGLbVlb-zSkzk&md5=6b47ac4b6cce09fbafd53a13bb0730cc&ie=/sdarticle.pdf. Acesso em: 28 jan. 2023.
    • APA

      Neves, R. de A., Chateauneuf, A. M., & Venturini, W. S. (2008). Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes. Structural Safety, 30( 3), 183-199. doi:10.1016/j.strusafe.2006.11.001
    • NLM

      Neves R de A, Chateauneuf AM, Venturini WS. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes [Internet]. Structural Safety. 2008 ; 30( 3): 183-199.[citado 2023 jan. 28 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V54-4MV71BF-2-17&_cdi=5776&_user=5674931&_orig=browse&_coverDate=05%2F31%2F2008&_sk=999699996&view=c&wchp=dGLbVlb-zSkzk&md5=6b47ac4b6cce09fbafd53a13bb0730cc&ie=/sdarticle.pdf
    • Vancouver

      Neves R de A, Chateauneuf AM, Venturini WS. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes [Internet]. Structural Safety. 2008 ; 30( 3): 183-199.[citado 2023 jan. 28 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V54-4MV71BF-2-17&_cdi=5776&_user=5674931&_orig=browse&_coverDate=05%2F31%2F2008&_sk=999699996&view=c&wchp=dGLbVlb-zSkzk&md5=6b47ac4b6cce09fbafd53a13bb0730cc&ie=/sdarticle.pdf
  • Source: Structural Safety. Unidade: EESC

    Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS DE CONCRETO ARMADO, ESTRUTURAS (CONFIABILIDADE)

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    • ABNT

      MOHAMED, Alaa e SOARES, Rodrigo de Carvalho e VENTURINI, Wilson Sergio. Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns. Structural Safety, n. 2, p. 137-156, 2001Tradução . . Disponível em: www.elsevier.nl/locate/structural safety. Acesso em: 28 jan. 2023.
    • APA

      Mohamed, A., Soares, R. de C., & Venturini, W. S. (2001). Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns. Structural Safety, ( 2), 137-156. doi:10.1016/s0167-4730(01)00009-1
    • NLM

      Mohamed A, Soares R de C, Venturini WS. Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns [Internet]. Structural Safety. 2001 ;( 2): 137-156.[citado 2023 jan. 28 ] Available from: www.elsevier.nl/locate/structural safety
    • Vancouver

      Mohamed A, Soares R de C, Venturini WS. Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns [Internet]. Structural Safety. 2001 ;( 2): 137-156.[citado 2023 jan. 28 ] Available from: www.elsevier.nl/locate/structural safety

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