Filtros : "Chateauneuf, Alaa Mohamed" Limpar

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  • Source: Civil-Comp Proceedings 96. Conference titles: International Conference on Civil, Structural and Environmental Engineering Computing. Unidade: EESC

    Subjects: ALGORITMOS, FADIGA DAS ESTRUTURAS, TEORIA DA CONFIABILIDADE (ANÁLISE)

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    • ABNT

      LEONEL, Edson Denner e VENTURINI, Wilson Sérgio e CHATEAUNEUF, Alaa Mohamed. Coupling boundary element reliability algorithms applied to probabilistic analysis of crack propagation in structures subject to fatigue. 2011, Anais.. Stirlingshire: Civil-Comp Press, 2011. . Acesso em: 28 jan. 2023.
    • APA

      Leonel, E. D., Venturini, W. S., & Chateauneuf, A. M. (2011). Coupling boundary element reliability algorithms applied to probabilistic analysis of crack propagation in structures subject to fatigue. In Civil-Comp Proceedings 96. Stirlingshire: Civil-Comp Press.
    • NLM

      Leonel ED, Venturini WS, Chateauneuf AM. Coupling boundary element reliability algorithms applied to probabilistic analysis of crack propagation in structures subject to fatigue. Civil-Comp Proceedings 96. 2011 ;[citado 2023 jan. 28 ]
    • Vancouver

      Leonel ED, Venturini WS, Chateauneuf AM. Coupling boundary element reliability algorithms applied to probabilistic analysis of crack propagation in structures subject to fatigue. Civil-Comp Proceedings 96. 2011 ;[citado 2023 jan. 28 ]
  • Source: International Journal of Fatigue. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, FADIGA DAS ESTRUTURAS

    Acesso à fonteDOIHow to cite
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    • ABNT

      LEONEL, Edson Denner et al. Coupled reliability and boundary element model for probabilistic fatigue life assessment in mixed mode crack propagation. International Journal of Fatigue, v. No 2010, n. 11, p. 1823-1834, 2010Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijfatigue.2010.05.001. Acesso em: 28 jan. 2023.
    • APA

      Leonel, E. D., Chateauneuf, A. M., Venturini, W. S., & Bressolette, P. (2010). Coupled reliability and boundary element model for probabilistic fatigue life assessment in mixed mode crack propagation. International Journal of Fatigue, No 2010( 11), 1823-1834. doi:10.1016/j.ijfatigue.2010.05.001
    • NLM

      Leonel ED, Chateauneuf AM, Venturini WS, Bressolette P. Coupled reliability and boundary element model for probabilistic fatigue life assessment in mixed mode crack propagation [Internet]. International Journal of Fatigue. 2010 ; No 2010( 11): 1823-1834.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.ijfatigue.2010.05.001
    • Vancouver

      Leonel ED, Chateauneuf AM, Venturini WS, Bressolette P. Coupled reliability and boundary element model for probabilistic fatigue life assessment in mixed mode crack propagation [Internet]. International Journal of Fatigue. 2010 ; No 2010( 11): 1823-1834.[citado 2023 jan. 28 ] Available from: http://dx.doi.org/10.1016/j.ijfatigue.2010.05.001
  • Conference titles: EUROMECH Solid Mechanics Conference. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, VIGAS DE REFORÇO

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    • ABNT

      NOGUEIRA, Caio Gorla e VENTURINI, Wilson Sérgio e CHATEAUNEUF, Alaa Mohamed. Reliability analysis of reinforced concrete beams taking into account stirrup and dowel action contributions. 2009, Anais.. Lisbon: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2009. . Acesso em: 28 jan. 2023.
    • APA

      Nogueira, C. G., Venturini, W. S., & Chateauneuf, A. M. (2009). Reliability analysis of reinforced concrete beams taking into account stirrup and dowel action contributions. In . Lisbon: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Nogueira CG, Venturini WS, Chateauneuf AM. Reliability analysis of reinforced concrete beams taking into account stirrup and dowel action contributions. 2009 ;[citado 2023 jan. 28 ]
    • Vancouver

      Nogueira CG, Venturini WS, Chateauneuf AM. Reliability analysis of reinforced concrete beams taking into account stirrup and dowel action contributions. 2009 ;[citado 2023 jan. 28 ]
  • 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
  • Conference titles: ASRANet International Colloquium. Unidade: EESC

    Subjects: DINÂMICA DAS ESTRUTURAS, ACÚSTICA

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    • ABNT

      LAIER, José Elias e VENTURINI, Wilson Sérgio e CHATEAUNEUF, Alaa Mohamed. Reliability model for human comfort. 2006, Anais.. Glasgow: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2006. . Acesso em: 28 jan. 2023.
    • APA

      Laier, J. E., Venturini, W. S., & Chateauneuf, A. M. (2006). Reliability model for human comfort. In . Glasgow: Escola de Engenharia de São Carlos, Universidade de São Paulo.
    • NLM

      Laier JE, Venturini WS, Chateauneuf AM. Reliability model for human comfort. 2006 ;[citado 2023 jan. 28 ]
    • Vancouver

      Laier JE, Venturini WS, Chateauneuf AM. Reliability model for human comfort. 2006 ;[citado 2023 jan. 28 ]
  • Source: Reliability Engineering and System Safety. Unidade: EESC

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

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    • ABNT

      NEVES, Rodrigo de Azevedo et al. Reliability analysis of reinforced concrete grids with nonlinear material behavior. Reliability Engineering and System Safety, v. 91, n. 6, p. 735-744, 2006Tradução . . Disponível em: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V4T-4H4T0RS-1-1P&_cdi=5767&_user=972067&_orig=browse&_coverDate=06%2F30%2F2006&_sk=999089993&view=c&wchp=dGLbVlb-zSkWA&md5=2f16db85dbac069db5ba07ba317db95a&ie=/sdarticle.pdf. Acesso em: 28 jan. 2023.
    • APA

      Neves, R. de A., Chateauneuf, A. M., Venturini, W. S., & Lemaire, M. (2006). Reliability analysis of reinforced concrete grids with nonlinear material behavior. Reliability Engineering and System Safety, 91( 6), 735-744. doi:10.1016/j.ress.2005.07.002
    • NLM

      Neves R de A, Chateauneuf AM, Venturini WS, Lemaire M. Reliability analysis of reinforced concrete grids with nonlinear material behavior [Internet]. Reliability Engineering and System Safety. 2006 ; 91( 6): 735-744.[citado 2023 jan. 28 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V4T-4H4T0RS-1-1P&_cdi=5767&_user=972067&_orig=browse&_coverDate=06%2F30%2F2006&_sk=999089993&view=c&wchp=dGLbVlb-zSkWA&md5=2f16db85dbac069db5ba07ba317db95a&ie=/sdarticle.pdf
    • Vancouver

      Neves R de A, Chateauneuf AM, Venturini WS, Lemaire M. Reliability analysis of reinforced concrete grids with nonlinear material behavior [Internet]. Reliability Engineering and System Safety. 2006 ; 91( 6): 735-744.[citado 2023 jan. 28 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V4T-4H4T0RS-1-1P&_cdi=5767&_user=972067&_orig=browse&_coverDate=06%2F30%2F2006&_sk=999089993&view=c&wchp=dGLbVlb-zSkWA&md5=2f16db85dbac069db5ba07ba317db95a&ie=/sdarticle.pdf
  • Source: Proceedings. Conference titles: International Conference on Structural Safety and Reliability. Unidade: EESC

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

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    • ABNT

      NEVES, Rodrigo Azevedo e VENTURINI, Wilson Sérgio e CHATEAUNEUF, Alaa Mohamed. Efficient local reliability analysis of reinforced concrete grids. 2005, Anais.. Rotterdam: Millpress, 2005. . Acesso em: 28 jan. 2023.
    • APA

      Neves, R. A., Venturini, W. S., & Chateauneuf, A. M. (2005). Efficient local reliability analysis of reinforced concrete grids. In Proceedings. Rotterdam: Millpress.
    • NLM

      Neves RA, Venturini WS, Chateauneuf AM. Efficient local reliability analysis of reinforced concrete grids. Proceedings. 2005 ;[citado 2023 jan. 28 ]
    • Vancouver

      Neves RA, Venturini WS, Chateauneuf AM. Efficient local reliability analysis of reinforced concrete grids. Proceedings. 2005 ;[citado 2023 jan. 28 ]

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