Filtros : "CELESTINO, TARCISIO BARRETO" "Elsevier" Removidos: "Indexado na Base de dados Excerpta Medica/Embase" "EP/FEA/IEE/IF" Limpar

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  • Source: Wear. Unidade: EESC

    Subjects: ABRASÃO, PETROGRAFIA, GEOTECNIA

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    • ABNT

      ARAB, Paola Bruno e CELESTINO, Tarcísio Barreto. A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting. Wear, v. 448-449, p. 1-8, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.wear.2020.203210. Acesso em: 09 nov. 2024.
    • APA

      Arab, P. B., & Celestino, T. B. (2020). A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting. Wear, 448-449, 1-8. doi:10.1016/j.wear.2020.203210
    • NLM

      Arab PB, Celestino TB. A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting [Internet]. Wear. 2020 ; 448-449 1-8.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.wear.2020.203210
    • Vancouver

      Arab PB, Celestino TB. A microscopic study on kerfs in rocks subjected to abrasive waterjet cutting [Internet]. Wear. 2020 ; 448-449 1-8.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.wear.2020.203210
  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: PETROGRAFIA, ACÚSTICA, DANO, DANO, GEOTECNIA

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    • ABNT

      RODRIGUEZ, Patricia e CELESTINO, Tarcísio Barreto. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation. Construction and Building Materials, v. 231, p. 1-10, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2019.117086. Acesso em: 09 nov. 2024.
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      Rodriguez, P., & Celestino, T. B. (2020). Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation. Construction and Building Materials, 231, 1-10. doi:10.1016/j.conbuildmat.2019.117086
    • NLM

      Rodriguez P, Celestino TB. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation [Internet]. Construction and Building Materials. 2020 ; 231 1-10.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.conbuildmat.2019.117086
    • Vancouver

      Rodriguez P, Celestino TB. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation [Internet]. Construction and Building Materials. 2020 ; 231 1-10.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.conbuildmat.2019.117086
  • Source: International Journal of Rock Mechanics and Mining Sciences. Unidade: EESC

    Subjects: TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA

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    • ABNT

      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Buoyancy effect on shallow tunnels. International Journal of Rock Mechanics and Mining Sciences, v. 114, p. 1-6, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.ijrmms.2018.12.012. Acesso em: 09 nov. 2024.
    • APA

      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2019). Buoyancy effect on shallow tunnels. International Journal of Rock Mechanics and Mining Sciences, 114, 1-6. doi:10.1016/j.ijrmms.2018.12.012
    • NLM

      Vitali OPM, Celestino TB, Bobet A. Buoyancy effect on shallow tunnels [Internet]. International Journal of Rock Mechanics and Mining Sciences. 2019 ; 114 1-6.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.ijrmms.2018.12.012
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. Buoyancy effect on shallow tunnels [Internet]. International Journal of Rock Mechanics and Mining Sciences. 2019 ; 114 1-6.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.ijrmms.2018.12.012
  • Source: Engineering Fracture Mechanics. Unidade: EESC

    Subjects: ACÚSTICA, FRATURA DAS ESTRUTURAS, PETROGRAFIA, GEOTECNIA

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    • ABNT

      RODRÍGUEZ, Patricia e CELESTINO, Tarcísio Barreto. Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks. Engineering Fracture Mechanics, v. 210, p. 54-69, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2018.06.027. Acesso em: 09 nov. 2024.
    • APA

      Rodríguez, P., & Celestino, T. B. (2019). Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks. Engineering Fracture Mechanics, 210, 54-69. doi:10.1016/j.engfracmech.2018.06.027
    • NLM

      Rodríguez P, Celestino TB. Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks [Internet]. Engineering Fracture Mechanics. 2019 ; 210 54-69.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.engfracmech.2018.06.027
    • Vancouver

      Rodríguez P, Celestino TB. Application of acoustic emission monitoring and signal analysis to the qualitative and quantitative characterization of the fracturing process in rocks [Internet]. Engineering Fracture Mechanics. 2019 ; 210 54-69.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.engfracmech.2018.06.027
  • Source: Tunnelling and Underground Space Technology. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, TÚNEIS, GEOTECNIA

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    • ABNT

      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects. Tunnelling and Underground Space Technology, v. 89, p. 268-283, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2019.04.006. Acesso em: 09 nov. 2024.
    • APA

      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2019). Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects. Tunnelling and Underground Space Technology, 89, 268-283. doi:10.1016/j.tust.2019.04.006
    • NLM

      Vitali OPM, Celestino TB, Bobet A. Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects [Internet]. Tunnelling and Underground Space Technology. 2019 ; 89 268-283.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.tust.2019.04.006
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects [Internet]. Tunnelling and Underground Space Technology. 2019 ; 89 268-283.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.tust.2019.04.006
  • Source: Tunnelling and Underground Space Technology. Unidade: EESC

    Subjects: TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA

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    • ABNT

      VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Analytical solution for tunnels not aligned with geostatic principal stress directions. Tunnelling and Underground Space Technology, v. 82, p. 394-405, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2018.08.046. Acesso em: 09 nov. 2024.
    • APA

      Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2018). Analytical solution for tunnels not aligned with geostatic principal stress directions. Tunnelling and Underground Space Technology, 82, 394-405. doi:10.1016/j.tust.2018.08.046
    • NLM

      Vitali OPM, Celestino TB, Bobet A. Analytical solution for tunnels not aligned with geostatic principal stress directions [Internet]. Tunnelling and Underground Space Technology. 2018 ; 82 394-405.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.tust.2018.08.046
    • Vancouver

      Vitali OPM, Celestino TB, Bobet A. Analytical solution for tunnels not aligned with geostatic principal stress directions [Internet]. Tunnelling and Underground Space Technology. 2018 ; 82 394-405.[citado 2024 nov. 09 ] Available from: https://doi.org/10.1016/j.tust.2018.08.046
  • Source: Proceedings AITES-ITA. Conference titles: World Tunnel Congress. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, TÚNEIS (AVALIAÇÃO;CONFIABILIDADE)

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    • ABNT

      CELESTINO, Tarcísio Barreto et al. Evaluation of tunnel support structure reliability. 2006, Anais.. [London]: Elsevier, 2006. . Acesso em: 09 nov. 2024.
    • APA

      Celestino, T. B., Aoki, N., Silva, R. M., Gomes, R. A. M. P., Bortolucci, A. A., & Ferreira, D. A. (2006). Evaluation of tunnel support structure reliability. In Proceedings AITES-ITA. [London]: Elsevier.
    • NLM

      Celestino TB, Aoki N, Silva RM, Gomes RAMP, Bortolucci AA, Ferreira DA. Evaluation of tunnel support structure reliability. Proceedings AITES-ITA. 2006 ;[citado 2024 nov. 09 ]
    • Vancouver

      Celestino TB, Aoki N, Silva RM, Gomes RAMP, Bortolucci AA, Ferreira DA. Evaluation of tunnel support structure reliability. Proceedings AITES-ITA. 2006 ;[citado 2024 nov. 09 ]

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