Filtros : "TUBOS FLEXÍVEIS" "Reino Unido" Limpar

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  • Source: Marine Structures. Unidade: EP

    Subjects: TUBOS FLEXÍVEIS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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    • ABNT

      SANTOS, Caio César Pereira e PESCE, Celso Pupo. An alternative strategy for offshore flexible pipes finite element analysis. Marine Structures, v. 65, p. 376-416, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.marstruc.2019.01.009. Acesso em: 18 nov. 2024.
    • APA

      Santos, C. C. P., & Pesce, C. P. (2019). An alternative strategy for offshore flexible pipes finite element analysis. Marine Structures, 65, 376-416. doi:10.1016/j.marstruc.2019.01.009
    • NLM

      Santos CCP, Pesce CP. An alternative strategy for offshore flexible pipes finite element analysis [Internet]. Marine Structures. 2019 ; 65 376-416.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.marstruc.2019.01.009
    • Vancouver

      Santos CCP, Pesce CP. An alternative strategy for offshore flexible pipes finite element analysis [Internet]. Marine Structures. 2019 ; 65 376-416.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.marstruc.2019.01.009
  • Source: International Journal of Pressure Vessels and Piping. Unidade: EP

    Subjects: TENSÃO DOS MATERIAIS, TUBOS FLEXÍVEIS

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    • ABNT

      PAREDES MARCELO, e RUGGIERI, Claudio. Engineering approach for circumferential flaws in girth weld pipes subjected to bending load. International Journal of Pressure Vessels and Piping, v. 125, p. 49-65, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.ijpvp.2014.09.003. Acesso em: 18 nov. 2024.
    • APA

      Paredes Marcelo,, & Ruggieri, C. (2015). Engineering approach for circumferential flaws in girth weld pipes subjected to bending load. International Journal of Pressure Vessels and Piping, 125, 49-65. doi:10.1016/j.ijpvp.2014.09.003
    • NLM

      Paredes Marcelo, Ruggieri C. Engineering approach for circumferential flaws in girth weld pipes subjected to bending load [Internet]. International Journal of Pressure Vessels and Piping. 2015 ;125 49-65.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.ijpvp.2014.09.003
    • Vancouver

      Paredes Marcelo, Ruggieri C. Engineering approach for circumferential flaws in girth weld pipes subjected to bending load [Internet]. International Journal of Pressure Vessels and Piping. 2015 ;125 49-65.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.ijpvp.2014.09.003
  • Source: Marine Structures. Unidade: EP

    Assunto: TUBOS FLEXÍVEIS

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    • ABNT

      RABELO, Marcos Alves et al. An investigation on flexible pipes birdcaging triggering. Marine Structures, v. 40, p. 159-182, 2015Tradução . . Disponível em: https://doi.org/10.1016/j.marstruc.2014.10.010. Acesso em: 18 nov. 2024.
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      Rabelo, M. A., Pesce, C. P., Santos, C. C. P., Ramos Júnior, R., Franzini, G. R., & Gay Neto, A. (2015). An investigation on flexible pipes birdcaging triggering. Marine Structures, 40, 159-182. doi:10.1016/j.marstruc.2014.10.010
    • NLM

      Rabelo MA, Pesce CP, Santos CCP, Ramos Júnior R, Franzini GR, Gay Neto A. An investigation on flexible pipes birdcaging triggering [Internet]. Marine Structures. 2015 ; 40 159-182.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.marstruc.2014.10.010
    • Vancouver

      Rabelo MA, Pesce CP, Santos CCP, Ramos Júnior R, Franzini GR, Gay Neto A. An investigation on flexible pipes birdcaging triggering [Internet]. Marine Structures. 2015 ; 40 159-182.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.marstruc.2014.10.010
  • Source: Mechanical Systems and Signal Processing. Unidade: EP

    Subjects: FILTROS DE KALMAN, VISÃO COMPUTACIONAL, TUBOS FLEXÍVEIS

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    • ABNT

      TRIGO, Flávio Celso et al. Identification of a scaled-model riser dynamics through a combined computer vision and adaptive Kalman filter approach. Mechanical Systems and Signal Processing, v. 43, n. 1/2 p. 124-140, 2014Tradução . . Disponível em: http://ac.els-cdn.com/S0888327013005086/1-s2.0-S0888327013005086-main.pdf?_tid=99b123f6-6e78-11e4-9c44-00000aacb362&acdnat=1416242678_8edb2b93efaf957d6356cd12da75ea2d. Acesso em: 18 nov. 2024.
    • APA

      Trigo, F. C., Martins, F. P. R., Fleury, A. de T., & Silva Junior, H. C. da. (2014). Identification of a scaled-model riser dynamics through a combined computer vision and adaptive Kalman filter approach. Mechanical Systems and Signal Processing, 43( 1/2 p. 124-140). doi:10.1016/j.ymssp.2014.01.001
    • NLM

      Trigo FC, Martins FPR, Fleury A de T, Silva Junior HC da. Identification of a scaled-model riser dynamics through a combined computer vision and adaptive Kalman filter approach [Internet]. Mechanical Systems and Signal Processing. 2014 ; 43( 1/2 p. 124-140):[citado 2024 nov. 18 ] Available from: http://ac.els-cdn.com/S0888327013005086/1-s2.0-S0888327013005086-main.pdf?_tid=99b123f6-6e78-11e4-9c44-00000aacb362&acdnat=1416242678_8edb2b93efaf957d6356cd12da75ea2d
    • Vancouver

      Trigo FC, Martins FPR, Fleury A de T, Silva Junior HC da. Identification of a scaled-model riser dynamics through a combined computer vision and adaptive Kalman filter approach [Internet]. Mechanical Systems and Signal Processing. 2014 ; 43( 1/2 p. 124-140):[citado 2024 nov. 18 ] Available from: http://ac.els-cdn.com/S0888327013005086/1-s2.0-S0888327013005086-main.pdf?_tid=99b123f6-6e78-11e4-9c44-00000aacb362&acdnat=1416242678_8edb2b93efaf957d6356cd12da75ea2d
  • Source: Marine Structures. Unidade: EP

    Subjects: TUBOS FLEXÍVEIS, MÉTODO DOS ELEMENTOS FINITOS, ESTABILIDADE DE SISTEMAS

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    • ABNT

      GAY NETO, Alfredo e MARTINS, Clóvis de Arruda. Structural stability of flexible lines in catenary configuration under torsion. Marine Structures, v. 34, p. 16-40, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.marstruc.2013.07.002. Acesso em: 18 nov. 2024.
    • APA

      Gay Neto, A., & Martins, C. de A. (2013). Structural stability of flexible lines in catenary configuration under torsion. Marine Structures, 34, 16-40. doi:10.1016/j.marstruc.2013.07.002
    • NLM

      Gay Neto A, Martins C de A. Structural stability of flexible lines in catenary configuration under torsion [Internet]. Marine Structures. 2013 ; 34 16-40.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.marstruc.2013.07.002
    • Vancouver

      Gay Neto A, Martins C de A. Structural stability of flexible lines in catenary configuration under torsion [Internet]. Marine Structures. 2013 ; 34 16-40.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.marstruc.2013.07.002
  • Source: International Journal of Pressure Vessels and Piping. Unidade: EP

    Subjects: MECÂNICA DA FRATURA, RESISTÊNCIA DOS MATERIAIS, TUBOS FLEXÍVEIS

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    • ABNT

      MATHIAS, Leonardo Luiz Siqueira e SARZOSA BURGOS, Diego Felipe e RUGGIERI, Claudio. Effects of specimen geometry and loading mode on crack growth resistance curves of a high-strengh pipeline girth weld. International Journal of Pressure Vessels and Piping, v. NoDec. 2013, p. 106-119, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.ijpvp.2013.06.003. Acesso em: 18 nov. 2024.
    • APA

      Mathias, L. L. S., Sarzosa Burgos, D. F., & Ruggieri, C. (2013). Effects of specimen geometry and loading mode on crack growth resistance curves of a high-strengh pipeline girth weld. International Journal of Pressure Vessels and Piping, NoDec. 2013, 106-119. doi:10.1016/j.ijpvp.2013.06.003
    • NLM

      Mathias LLS, Sarzosa Burgos DF, Ruggieri C. Effects of specimen geometry and loading mode on crack growth resistance curves of a high-strengh pipeline girth weld [Internet]. International Journal of Pressure Vessels and Piping. 2013 ; NoDec. 2013 106-119.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.ijpvp.2013.06.003
    • Vancouver

      Mathias LLS, Sarzosa Burgos DF, Ruggieri C. Effects of specimen geometry and loading mode on crack growth resistance curves of a high-strengh pipeline girth weld [Internet]. International Journal of Pressure Vessels and Piping. 2013 ; NoDec. 2013 106-119.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.ijpvp.2013.06.003

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