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  • Source: Proceedings. Conference titles: International fib Symposium on the Conceptual Design of Structures. Unidades: EESC, EP

    Subjects: ESTRUTURAS DE AÇO, PONTES FERROVIÁRIAS, MÉTODO DE MONTE CARLO, SEGURANÇA ESTRUTURAL, ESTRUTURAS

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      FARIA, Caroline Correa de et al. Reliability assessment of a 5-metre railway steel bridge: a case study. 2025, Anais.. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2025. Disponível em: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf. Acesso em: 09 dez. 2025.
    • APA

      Faria, C. C. de, Bittencourt, T. N., Guirard, D. M., & Beck, A. T. (2025). Reliability assessment of a 5-metre railway steel bridge: a case study. In Proceedings. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf
    • NLM

      Faria CC de, Bittencourt TN, Guirard DM, Beck AT. Reliability assessment of a 5-metre railway steel bridge: a case study [Internet]. Proceedings. 2025 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf
    • Vancouver

      Faria CC de, Bittencourt TN, Guirard DM, Beck AT. Reliability assessment of a 5-metre railway steel bridge: a case study [Internet]. Proceedings. 2025 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf
  • Source: Proceedings. Conference titles: International fib Symposium on the Conceptual Design of Structures. Unidade: EP

    Subjects: GASES, ESTRUTURAS DE CONCRETO ARMADO

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      FORTES, Gustavo Licht et al. Influence of floor system and column spacing on embodied CO2 of a reinforced concrete structure. 2025, Anais.. Lausanne: FIB, 2025. Disponível em: https://repositorio.usp.br/directbitstream/93dfaa7f-5740-4a4e-bc2b-c7fef9b355cb/Influence_of_floor_system_and_column_spacing_on_embodied_CO2_of_a_reinforced_concrete_structure.pdf. Acesso em: 09 dez. 2025.
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      Fortes, G. L., Carvalho, M. L. de, Silva, F. B., Oliveira, C. G. de, Meneghetti, L. C., John, V. M., & França, R. L. e S. (2025). Influence of floor system and column spacing on embodied CO2 of a reinforced concrete structure. In Proceedings. Lausanne: FIB. Recuperado de https://repositorio.usp.br/directbitstream/93dfaa7f-5740-4a4e-bc2b-c7fef9b355cb/Influence_of_floor_system_and_column_spacing_on_embodied_CO2_of_a_reinforced_concrete_structure.pdf
    • NLM

      Fortes GL, Carvalho ML de, Silva FB, Oliveira CG de, Meneghetti LC, John VM, França RL e S. Influence of floor system and column spacing on embodied CO2 of a reinforced concrete structure [Internet]. Proceedings. 2025 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/93dfaa7f-5740-4a4e-bc2b-c7fef9b355cb/Influence_of_floor_system_and_column_spacing_on_embodied_CO2_of_a_reinforced_concrete_structure.pdf
    • Vancouver

      Fortes GL, Carvalho ML de, Silva FB, Oliveira CG de, Meneghetti LC, John VM, França RL e S. Influence of floor system and column spacing on embodied CO2 of a reinforced concrete structure [Internet]. Proceedings. 2025 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/93dfaa7f-5740-4a4e-bc2b-c7fef9b355cb/Influence_of_floor_system_and_column_spacing_on_embodied_CO2_of_a_reinforced_concrete_structure.pdf
  • Source: Proceedings. Conference titles: International Conference on Bridge Maintenance, Safety and Management - IABMAS. Unidades: EESC, EP

    Assunto: ESTRUTURAS

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      AMES, Isabela et al. Probabilistic inspection planning for the life cycle management of railway bridges. 2024, Anais.. London, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2024. Disponível em: http://dx.doi.org/10.1201/9781003483755-332. Acesso em: 09 dez. 2025.
    • APA

      Ames, I., Bittencourt, T. N., Futai, M. M., Beck, A. T., & Carvalho, H. (2024). Probabilistic inspection planning for the life cycle management of railway bridges. In Proceedings. London, UK: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.1201/9781003483755-332
    • NLM

      Ames I, Bittencourt TN, Futai MM, Beck AT, Carvalho H. Probabilistic inspection planning for the life cycle management of railway bridges [Internet]. Proceedings. 2024 ;[citado 2025 dez. 09 ] Available from: http://dx.doi.org/10.1201/9781003483755-332
    • Vancouver

      Ames I, Bittencourt TN, Futai MM, Beck AT, Carvalho H. Probabilistic inspection planning for the life cycle management of railway bridges [Internet]. Proceedings. 2024 ;[citado 2025 dez. 09 ] Available from: http://dx.doi.org/10.1201/9781003483755-332
  • Source: Proceedings. Conference titles: Contact Mechanics International Symposium - CMIS. Unidade: EP

    Assunto: MÉTODOS NUMÉRICOS

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      GAY NETO, Alfredo e CRAVEIRO, Marina Vendl. Master-master contact formulation on explicit DEM solver. 2022, Anais.. Chexbres: SNSF, 2022. Disponível em: https://repositorio.usp.br/directbitstream/b83451ed-81c7-490e-afd6-14b7600b0f65/Master_master_contact_formulation_on_explicit_DEM_solver.pdf. Acesso em: 09 dez. 2025.
    • APA

      Gay Neto, A., & Craveiro, M. V. (2022). Master-master contact formulation on explicit DEM solver. In Proceedings. Chexbres: SNSF. Recuperado de https://repositorio.usp.br/directbitstream/b83451ed-81c7-490e-afd6-14b7600b0f65/Master_master_contact_formulation_on_explicit_DEM_solver.pdf
    • NLM

      Gay Neto A, Craveiro MV. Master-master contact formulation on explicit DEM solver [Internet]. Proceedings. 2022 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/b83451ed-81c7-490e-afd6-14b7600b0f65/Master_master_contact_formulation_on_explicit_DEM_solver.pdf
    • Vancouver

      Gay Neto A, Craveiro MV. Master-master contact formulation on explicit DEM solver [Internet]. Proceedings. 2022 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/b83451ed-81c7-490e-afd6-14b7600b0f65/Master_master_contact_formulation_on_explicit_DEM_solver.pdf
  • Source: Proceedings. Conference titles: International Nonlinear Dynamics Conference (NODYCON 2021). Unidade: EP

    Subjects: ESTRUTURAS, DINÂMICA DAS ESTRUTURAS

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      RIBEIRO, Eduardo Ascenso Reis e MENDES, Breno Ayres Pereira e MAZZILLI, Carlos Eduardo Nigro. Stabilisation of a heavy chain buckled configuration through parametric excitation. 2021, Anais.. Berlin: Springer, 2021. Disponível em: https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf. Acesso em: 09 dez. 2025.
    • APA

      Ribeiro, E. A. R., Mendes, B. A. P., & Mazzilli, C. E. N. (2021). Stabilisation of a heavy chain buckled configuration through parametric excitation. In Proceedings. Berlin: Springer. Recuperado de https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf
    • NLM

      Ribeiro EAR, Mendes BAP, Mazzilli CEN. Stabilisation of a heavy chain buckled configuration through parametric excitation [Internet]. Proceedings. 2021 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf
    • Vancouver

      Ribeiro EAR, Mendes BAP, Mazzilli CEN. Stabilisation of a heavy chain buckled configuration through parametric excitation [Internet]. Proceedings. 2021 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf
  • Source: Proceedings. Conference titles: International Symposium on Geotechnical Safety and Risk - ISGSR. Unidades: EESC, EP

    Subjects: ESTABILIDADE ESTRUTURAL, TALUDES, ESTRUTURAS

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      TORRICO SIACARA, Adrian e BECK, André Teófilo e FUTAI, Marcos Massao. Reliability analysis of an infinite slope. 2019, Anais.. Taipei, Taiwan: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2019. Disponível em: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf. Acesso em: 09 dez. 2025.
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      Torrico Siacara, A., Beck, A. T., & Futai, M. M. (2019). Reliability analysis of an infinite slope. In Proceedings. Taipei, Taiwan: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf
    • NLM

      Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of an infinite slope [Internet]. Proceedings. 2019 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf
    • Vancouver

      Torrico Siacara A, Beck AT, Futai MM. Reliability analysis of an infinite slope [Internet]. Proceedings. 2019 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/69db1f36-e732-481c-bda4-89d1df3f8a7f/OK___trabalho%2016%20%28Proceedings%20of%20the%207th%20International%20Symposium%20on%20Geotechnical%20Safety%20and%20Risk%20%28ISGSR%202019%29%29.pdf
  • Source: Proceedings. Conference titles: International DAM World Conference. Unidades: EP, EESC

    Subjects: BARRAGENS, ESTRUTURAS DE CONCRETO, ESTRUTURAS, ESTRUTURAS

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      PIRES, Kironi Oliveira et al. Sliding stability analysis of concrete dams based on reliability. 2018, Anais.. Lisboa, Portugal: LNEC, 2018. . Acesso em: 09 dez. 2025.
    • APA

      Pires, K. O., Futai, M. M., Bittencourt, T. N., & Beck, A. T. (2018). Sliding stability analysis of concrete dams based on reliability. In Proceedings. Lisboa, Portugal: LNEC.
    • NLM

      Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;[citado 2025 dez. 09 ]
    • Vancouver

      Pires KO, Futai MM, Bittencourt TN, Beck AT. Sliding stability analysis of concrete dams based on reliability. Proceedings. 2018 ;[citado 2025 dez. 09 ]
  • Source: Proceedings. Conference titles: Brazilian Conference on Composite Materials - BCCM. Unidade: EP

    Subjects: CONCRETO REFORÇADO COM FIBRAS, RESÍDUOS DE CONSTRUÇÃO, ENTULHO RECICLADO, AGREGADOS

    Versão PublicadaAcesso à fonteDOIHow to cite
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      FIGUEIREDO, Antonio Domingues de e DELLA PIETRA, Ivie Ferrari e BITENCOURT JÚNIOR, Luís Antônio Guimarães. Influence of low content of stell fibre on concretes produced with reclyded coarse aggregates with different levels of density. 2018, Anais.. Rio de Janeiro, RJ: PUC-RJ, 2018. Disponível em: https://doi.org/10.21452/bccm4.2018.02.26. Acesso em: 09 dez. 2025.
    • APA

      Figueiredo, A. D. de, Della Pietra, I. F., & Bitencourt Júnior, L. A. G. (2018). Influence of low content of stell fibre on concretes produced with reclyded coarse aggregates with different levels of density. In Proceedings. Rio de Janeiro, RJ: PUC-RJ. doi:10.21452/bccm4.2018.02.26
    • NLM

      Figueiredo AD de, Della Pietra IF, Bitencourt Júnior LAG. Influence of low content of stell fibre on concretes produced with reclyded coarse aggregates with different levels of density [Internet]. Proceedings. 2018 ;[citado 2025 dez. 09 ] Available from: https://doi.org/10.21452/bccm4.2018.02.26
    • Vancouver

      Figueiredo AD de, Della Pietra IF, Bitencourt Júnior LAG. Influence of low content of stell fibre on concretes produced with reclyded coarse aggregates with different levels of density [Internet]. Proceedings. 2018 ;[citado 2025 dez. 09 ] Available from: https://doi.org/10.21452/bccm4.2018.02.26
  • Source: Proceedings. Conference titles: International Conference on Bridge Maintenance, Safety and Management - IABMAS. Unidades: EP, EESC

    Subjects: CORROSÃO, ESTRUTURAS DE CONCRETO

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      PORTELA, Enson de Lima e BITTENCOURT, Túlio Nogueira e BECK, André Teófilo. Time-dependent probabilistic modeling of corrosion propagation for service life prediction in RC structures. 2016, Anais.. London, UK: Taylor & Francis Group, 2016. . Acesso em: 09 dez. 2025.
    • APA

      Portela, E. de L., Bittencourt, T. N., & Beck, A. T. (2016). Time-dependent probabilistic modeling of corrosion propagation for service life prediction in RC structures. In Proceedings. London, UK: Taylor & Francis Group.
    • NLM

      Portela E de L, Bittencourt TN, Beck AT. Time-dependent probabilistic modeling of corrosion propagation for service life prediction in RC structures. Proceedings. 2016 ;[citado 2025 dez. 09 ]
    • Vancouver

      Portela E de L, Bittencourt TN, Beck AT. Time-dependent probabilistic modeling of corrosion propagation for service life prediction in RC structures. Proceedings. 2016 ;[citado 2025 dez. 09 ]
  • Source: Proceedings. Conference titles: International Conference on Bridge Maintenance, Safety and Management - IABMAS 2016. Unidades: EP, EESC

    Subjects: PONTES, MONITORAMENTO, SEGURANÇA ESTRUTURAL

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      Maintenance, monitoring, safety, risk and resilience of bridges and bridge networks. Proceedings. Leiden, Netherlands: CRC Press. Disponível em: https://repositorio.usp.br/directbitstream/a6df357a-a043-4074-b806-c2d929ec7aca/Bittencourt-2016-maintenance.pdf. Acesso em: 09 dez. 2025. , 2016
    • APA

      Maintenance, monitoring, safety, risk and resilience of bridges and bridge networks. (2016). Maintenance, monitoring, safety, risk and resilience of bridges and bridge networks. Proceedings. Leiden, Netherlands: CRC Press. Recuperado de https://repositorio.usp.br/directbitstream/a6df357a-a043-4074-b806-c2d929ec7aca/Bittencourt-2016-maintenance.pdf
    • NLM

      Maintenance, monitoring, safety, risk and resilience of bridges and bridge networks [Internet]. Proceedings. 2016 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/a6df357a-a043-4074-b806-c2d929ec7aca/Bittencourt-2016-maintenance.pdf
    • Vancouver

      Maintenance, monitoring, safety, risk and resilience of bridges and bridge networks [Internet]. Proceedings. 2016 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/a6df357a-a043-4074-b806-c2d929ec7aca/Bittencourt-2016-maintenance.pdf
  • Source: Proceedings. Conference titles: International Conference on Flow-Induced Vibration. Unidade: EP

    Subjects: VÓRTICES DOS FLUÍDOS, VIBRAÇÕES, TUBOS FLEXÍVEIS

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      FRANZINI, Guilherme Rosa et al. Experimental investigations on vortex-induced vibrations with a long flexible cylinder. Part II: effect of axial motion excitation in a vertical configuration. 2016, Anais.. The Hague: TNO, 2016. Disponível em: https://repositorio.usp.br/directbitstream/651e76b9-7f35-45a7-8775-64563d06d5ce/3181637.pdf. Acesso em: 09 dez. 2025.
    • APA

      Franzini, G. R., Pesce, C. P., Gonçalves, R. T., Fujarra, A. L. C., & Mendes, P. (2016). Experimental investigations on vortex-induced vibrations with a long flexible cylinder. Part II: effect of axial motion excitation in a vertical configuration. In Proceedings. The Hague: TNO. Recuperado de https://repositorio.usp.br/directbitstream/651e76b9-7f35-45a7-8775-64563d06d5ce/3181637.pdf
    • NLM

      Franzini GR, Pesce CP, Gonçalves RT, Fujarra ALC, Mendes P. Experimental investigations on vortex-induced vibrations with a long flexible cylinder. Part II: effect of axial motion excitation in a vertical configuration [Internet]. Proceedings. 2016 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/651e76b9-7f35-45a7-8775-64563d06d5ce/3181637.pdf
    • Vancouver

      Franzini GR, Pesce CP, Gonçalves RT, Fujarra ALC, Mendes P. Experimental investigations on vortex-induced vibrations with a long flexible cylinder. Part II: effect of axial motion excitation in a vertical configuration [Internet]. Proceedings. 2016 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/651e76b9-7f35-45a7-8775-64563d06d5ce/3181637.pdf
  • Source: Proceedings. Conference titles: International Conference on Flow-Induced Vibration. Unidade: EP

    Subjects: VÓRTICES DOS FLUÍDOS, VIBRAÇÕES, TUBOS FLEXÍVEIS

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      FRANZINI, Guilherme Rosa et al. Experimental investigations on vortex-induced vibrations with a long flexible cylinder. part I: modal-amplitude analysis with a vertical configuration. 2016, Anais.. The Hague: TNO, 2016. Disponível em: https://repositorio.usp.br/directbitstream/3731fd00-f80e-40a7-8013-63b9caf82846/Pesce-2016-Experimental%20investigation%20on%20VIV%20%20-%20Part%20I%20ok.pdf. Acesso em: 09 dez. 2025.
    • APA

      Franzini, G. R., Pesce, C. P., Gonçalves, R. T., Fujarra, A. L. C., & Mendes, P. (2016). Experimental investigations on vortex-induced vibrations with a long flexible cylinder. part I: modal-amplitude analysis with a vertical configuration. In Proceedings. The Hague: TNO. Recuperado de https://repositorio.usp.br/directbitstream/3731fd00-f80e-40a7-8013-63b9caf82846/Pesce-2016-Experimental%20investigation%20on%20VIV%20%20-%20Part%20I%20ok.pdf
    • NLM

      Franzini GR, Pesce CP, Gonçalves RT, Fujarra ALC, Mendes P. Experimental investigations on vortex-induced vibrations with a long flexible cylinder. part I: modal-amplitude analysis with a vertical configuration [Internet]. Proceedings. 2016 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/3731fd00-f80e-40a7-8013-63b9caf82846/Pesce-2016-Experimental%20investigation%20on%20VIV%20%20-%20Part%20I%20ok.pdf
    • Vancouver

      Franzini GR, Pesce CP, Gonçalves RT, Fujarra ALC, Mendes P. Experimental investigations on vortex-induced vibrations with a long flexible cylinder. part I: modal-amplitude analysis with a vertical configuration [Internet]. Proceedings. 2016 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/3731fd00-f80e-40a7-8013-63b9caf82846/Pesce-2016-Experimental%20investigation%20on%20VIV%20%20-%20Part%20I%20ok.pdf
  • Source: Proceedings. Conference titles: International Conference on Flow-Induced Vibration. Unidades: EP, FEARP

    Subjects: VÓRTICES DOS FLUÍDOS, VIBRAÇÕES, TUBOS FLEXÍVEIS

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      RATEIRO, Felipe Carvalho Bacchi et al. Experimental investigations on vortex-induced vibrations with a long flexible cylinder. part III: modal-amplitude analysis with a catenary configuration. 2016, Anais.. New York: Asme, 2016. Disponível em: https://repositorio.usp.br/directbitstream/c24a64f8-50cf-4ea5-8603-869899300681/Pesce-2016-Experimental%20Investigation%20on%20VIV%20-%20Part%20III%20ok.pdf. Acesso em: 09 dez. 2025.
    • APA

      Rateiro, F. C. B., Fujarra, A. L. C., Pesce, C. P., Gonçalves, R. T., Franzini, G. R., & Mendes, P. (2016). Experimental investigations on vortex-induced vibrations with a long flexible cylinder. part III: modal-amplitude analysis with a catenary configuration. In Proceedings. New York: Asme. Recuperado de https://repositorio.usp.br/directbitstream/c24a64f8-50cf-4ea5-8603-869899300681/Pesce-2016-Experimental%20Investigation%20on%20VIV%20-%20Part%20III%20ok.pdf
    • NLM

      Rateiro FCB, Fujarra ALC, Pesce CP, Gonçalves RT, Franzini GR, Mendes P. Experimental investigations on vortex-induced vibrations with a long flexible cylinder. part III: modal-amplitude analysis with a catenary configuration [Internet]. Proceedings. 2016 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/c24a64f8-50cf-4ea5-8603-869899300681/Pesce-2016-Experimental%20Investigation%20on%20VIV%20-%20Part%20III%20ok.pdf
    • Vancouver

      Rateiro FCB, Fujarra ALC, Pesce CP, Gonçalves RT, Franzini GR, Mendes P. Experimental investigations on vortex-induced vibrations with a long flexible cylinder. part III: modal-amplitude analysis with a catenary configuration [Internet]. Proceedings. 2016 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/c24a64f8-50cf-4ea5-8603-869899300681/Pesce-2016-Experimental%20Investigation%20on%20VIV%20-%20Part%20III%20ok.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidades: EP, EESC

    Subjects: ESTRUTURAS DE CONCRETO, DIÓXIDO DE CARBONO

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      PORTELA, Enson de Lima e BITTENCOURT, Túlio Nogueira e BECK, André Teófilo. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures. 2015, Anais.. Rio de Janeiro, RJ: PUC-RJ, 2015. Disponível em: https://doi.org/10.20906/CPS/CILAMCE2015-0273. Acesso em: 09 dez. 2025.
    • APA

      Portela, E. de L., Bittencourt, T. N., & Beck, A. T. (2015). Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures. In Proceedings. Rio de Janeiro, RJ: PUC-RJ. doi:10.20906/CPS/CILAMCE2015-0273
    • NLM

      Portela E de L, Bittencourt TN, Beck AT. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures [Internet]. Proceedings. 2015 ;[citado 2025 dez. 09 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2015-0273
    • Vancouver

      Portela E de L, Bittencourt TN, Beck AT. Application of a full probabilistic model for predicting the advance of carbonation front in concrete structures [Internet]. Proceedings. 2015 ;[citado 2025 dez. 09 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2015-0273
  • Source: Proceedings. Conference titles: International Conference on Computational Structures Technology. Unidades: EP, EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, INTERAÇÃO SOLO-ESTRUTURA, ANÁLISE NUMÉRICA

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      MENDONÇA, Ângelo Vieira e ALMEIDA, Valério da Silva e PAIVA, João Batista de. Two boundary element strategies for the elastic analysis of raft foundations on a finite layer medium. 2014, Anais.. Stirlingshire: Civil-Comp Press, 2014. Disponível em: https://doi.org/10.4203/ccp.106.192. Acesso em: 09 dez. 2025.
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      Mendonça, Â. V., Almeida, V. da S., & Paiva, J. B. de. (2014). Two boundary element strategies for the elastic analysis of raft foundations on a finite layer medium. In Proceedings. Stirlingshire: Civil-Comp Press. doi:10.4203/ccp.106.192
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      Mendonça ÂV, Almeida V da S, Paiva JB de. Two boundary element strategies for the elastic analysis of raft foundations on a finite layer medium [Internet]. Proceedings. 2014 ;[citado 2025 dez. 09 ] Available from: https://doi.org/10.4203/ccp.106.192
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      Mendonça ÂV, Almeida V da S, Paiva JB de. Two boundary element strategies for the elastic analysis of raft foundations on a finite layer medium [Internet]. Proceedings. 2014 ;[citado 2025 dez. 09 ] Available from: https://doi.org/10.4203/ccp.106.192
  • Source: Proceedings. Conference titles: World Congress on Engineering - WCE. Unidades: EP, EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, INTERAÇÃO SOLO-ESTRUTURA

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      RIBEIRO, Dimas Betioli e PAIVA, João Batista de. Mixed FEM-BEM formulations applied to soil-structure interaction problems. 2014, Anais.. Hong Kong: Newswood Limited, 2014. . Acesso em: 09 dez. 2025.
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      Ribeiro, D. B., & Paiva, J. B. de. (2014). Mixed FEM-BEM formulations applied to soil-structure interaction problems. In Proceedings. Hong Kong: Newswood Limited.
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      Ribeiro DB, Paiva JB de. Mixed FEM-BEM formulations applied to soil-structure interaction problems. Proceedings. 2014 ;[citado 2025 dez. 09 ]
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      Ribeiro DB, Paiva JB de. Mixed FEM-BEM formulations applied to soil-structure interaction problems. Proceedings. 2014 ;[citado 2025 dez. 09 ]
  • Source: Proceedings. Conference titles: World Congress on Computational Mechanics - WCCM. Unidades: EP, EESC

    Subjects: INTERAÇÃO SOLO-ESTRUTURA, MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, EDIFÍCIOS

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      RIBEIRO, Dimas Betioli e PAIVA, João Batista de. Simulating soil-building interaction with a FEM/BEM approach. 2014, Anais.. [Barcelona: CIMNE], 2014. . Acesso em: 09 dez. 2025.
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      Ribeiro, D. B., & Paiva, J. B. de. (2014). Simulating soil-building interaction with a FEM/BEM approach. In Proceedings. [Barcelona: CIMNE].
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      Ribeiro DB, Paiva JB de. Simulating soil-building interaction with a FEM/BEM approach. Proceedings. 2014 ;[citado 2025 dez. 09 ]
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      Ribeiro DB, Paiva JB de. Simulating soil-building interaction with a FEM/BEM approach. Proceedings. 2014 ;[citado 2025 dez. 09 ]
  • Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering (CILAMCE). Unidade: EP

    Subjects: AÇO, VIGAS (ANÁLISE)

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      BRAGA, Debora Coting e CAMPELLO, Eduardo de Morais Barreto. Uma breve avaliação do método de análise linear de estabilidade para perfis de aço formados a frio. 2013, Anais.. Pirenópolis, GO: ABMEC, 2013. Disponível em: https://repositorio.usp.br/directbitstream/4aa66fde-a334-4ca5-a2a8-45abdc33c481/Campello_2013_breve%20avaliacao.pdf. Acesso em: 09 dez. 2025.
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      Braga, D. C., & Campello, E. de M. B. (2013). Uma breve avaliação do método de análise linear de estabilidade para perfis de aço formados a frio. In Proceedings. Pirenópolis, GO: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/4aa66fde-a334-4ca5-a2a8-45abdc33c481/Campello_2013_breve%20avaliacao.pdf
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      Braga DC, Campello E de MB. Uma breve avaliação do método de análise linear de estabilidade para perfis de aço formados a frio [Internet]. Proceedings. 2013 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/4aa66fde-a334-4ca5-a2a8-45abdc33c481/Campello_2013_breve%20avaliacao.pdf
    • Vancouver

      Braga DC, Campello E de MB. Uma breve avaliação do método de análise linear de estabilidade para perfis de aço formados a frio [Internet]. Proceedings. 2013 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/4aa66fde-a334-4ca5-a2a8-45abdc33c481/Campello_2013_breve%20avaliacao.pdf
  • Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering (CILAMCE). Unidade: EP

    Subjects: DINÂMICA, PONTES, RESSONÂNCIA, TRENS

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      TICONA MELO, Ladislao Roger e BITTENCOURT, Túlio Nogueira. Avaliação da resposta dinâmica de pontes iostáticos para trens de alta velocidade. 2013, Anais.. Pirenópolis, GO: ABMEC, 2013. Disponível em: https://repositorio.usp.br/directbitstream/8819ec5d-6fb3-45e1-84e7-596350668f05/Bitencourt-2013-Avaliacao%20da%20resposta.pdf. Acesso em: 09 dez. 2025.
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      Ticona Melo, L. R., & Bittencourt, T. N. (2013). Avaliação da resposta dinâmica de pontes iostáticos para trens de alta velocidade. In Proceedings. Pirenópolis, GO: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/8819ec5d-6fb3-45e1-84e7-596350668f05/Bitencourt-2013-Avaliacao%20da%20resposta.pdf
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      Ticona Melo LR, Bittencourt TN. Avaliação da resposta dinâmica de pontes iostáticos para trens de alta velocidade [Internet]. Proceedings. 2013 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/8819ec5d-6fb3-45e1-84e7-596350668f05/Bitencourt-2013-Avaliacao%20da%20resposta.pdf
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      Ticona Melo LR, Bittencourt TN. Avaliação da resposta dinâmica de pontes iostáticos para trens de alta velocidade [Internet]. Proceedings. 2013 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/8819ec5d-6fb3-45e1-84e7-596350668f05/Bitencourt-2013-Avaliacao%20da%20resposta.pdf
  • Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering (CILAMCE). Unidade: EP

    Subjects: ESTRESSE, LAMINADOS

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      OTA, Nádia Suemi Nobre e PIMENTA, Paulo de Mattos. Plate stress analysis of the finite element T6-3I. 2013, Anais.. Pirenópolis, GO: ABMEC, 2013. Disponível em: https://repositorio.usp.br/directbitstream/16365386-c97d-4a6b-8374-d16c14022504/Pimenta-2013-Plate.pdf. Acesso em: 09 dez. 2025.
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      Ota, N. S. N., & Pimenta, P. de M. (2013). Plate stress analysis of the finite element T6-3I. In Proceedings. Pirenópolis, GO: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/16365386-c97d-4a6b-8374-d16c14022504/Pimenta-2013-Plate.pdf
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      Ota NSN, Pimenta P de M. Plate stress analysis of the finite element T6-3I [Internet]. Proceedings. 2013 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/16365386-c97d-4a6b-8374-d16c14022504/Pimenta-2013-Plate.pdf
    • Vancouver

      Ota NSN, Pimenta P de M. Plate stress analysis of the finite element T6-3I [Internet]. Proceedings. 2013 ;[citado 2025 dez. 09 ] Available from: https://repositorio.usp.br/directbitstream/16365386-c97d-4a6b-8374-d16c14022504/Pimenta-2013-Plate.pdf

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