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  • Source: Proceedings. Conference titles: World Conference on Timber Engineering - WCTE. Unidade: EESC

    Subjects: MATERIAIS COMPÓSITOS, ESTRUTURAS DE MADEIRA, ESTRUTURAS

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      MOLINA, Julio Cesar e SILVA, João Vitor Felippe e CALIL JÚNIOR, Carlito. Shear strength and stiffness of CLT specimens with different species-adhesives combinations. 2025, Anais.. Brisbane, Australia: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2025. Disponível em: http://dx.doi.org/10.52202/080513-0668. Acesso em: 08 dez. 2025.
    • APA

      Molina, J. C., Silva, J. V. F., & Calil Júnior, C. (2025). Shear strength and stiffness of CLT specimens with different species-adhesives combinations. In Proceedings. Brisbane, Australia: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/080513-0668
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      Molina JC, Silva JVF, Calil Júnior C. Shear strength and stiffness of CLT specimens with different species-adhesives combinations [Internet]. Proceedings. 2025 ;[citado 2025 dez. 08 ] Available from: http://dx.doi.org/10.52202/080513-0668
    • Vancouver

      Molina JC, Silva JVF, Calil Júnior C. Shear strength and stiffness of CLT specimens with different species-adhesives combinations [Internet]. Proceedings. 2025 ;[citado 2025 dez. 08 ] Available from: http://dx.doi.org/10.52202/080513-0668
  • 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: 08 dez. 2025.
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      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. 08 ] 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. 08 ] 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 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: 08 dez. 2025.
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      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. 08 ] 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. 08 ] Available from: http://dx.doi.org/10.1201/9781003483755-332
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: TRELIÇAS, ESTRUTURAS

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      SILVA, Lucas Araujo R. da e BECK, André Teófilo. Truss topology optimization considering uncertainties in the applied loads and progressive collapse. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf. Acesso em: 08 dez. 2025.
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      Silva, L. A. R. da, & Beck, A. T. (2021). Truss topology optimization considering uncertainties in the applied loads and progressive collapse. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
    • NLM

      Silva LAR da, Beck AT. Truss topology optimization considering uncertainties in the applied loads and progressive collapse [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
    • Vancouver

      Silva LAR da, Beck AT. Truss topology optimization considering uncertainties in the applied loads and progressive collapse [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: MATERIAIS COMPÓSITOS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

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      SANTOS, Wanderson Ferreira dos e FERREIRA, Ayrton Ribeiro e PROENÇA, Sérgio Persival Baroncini. Overall effective elastic properties of composites by computational homogenization. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf. Acesso em: 08 dez. 2025.
    • APA

      Santos, W. F. dos, Ferreira, A. R., & Proença, S. P. B. (2021). Overall effective elastic properties of composites by computational homogenization. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf
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      Santos WF dos, Ferreira AR, Proença SPB. Overall effective elastic properties of composites by computational homogenization [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf
    • Vancouver

      Santos WF dos, Ferreira AR, Proença SPB. Overall effective elastic properties of composites by computational homogenization [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: MATERIAIS COMPÓSITOS, ESTRUTURAS

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      DINIZ, Anne Caroline Monteiro e MALITE, Maximiliano. Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf. Acesso em: 08 dez. 2025.
    • APA

      Diniz, A. C. M., & Malite, M. (2021). Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf
    • NLM

      Diniz ACM, Malite M. Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf
    • Vancouver

      Diniz ACM, Malite M. Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf
  • Source: Proceedings. Conference titles: International Congress of Theoretical and Applied Mechanics - ICTAM. Unidade: EESC

    Assunto: ESTRUTURAS

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      AGUIAR, Adair Roberto e SEITENFUS, Alan B. Equilibrium of a linearly peridynamic material. 2021, Anais.. Milano, Italy: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2021. Disponível em: https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf. Acesso em: 08 dez. 2025.
    • APA

      Aguiar, A. R., & Seitenfus, A. B. (2021). Equilibrium of a linearly peridynamic material. In Proceedings. Milano, Italy: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf
    • NLM

      Aguiar AR, Seitenfus AB. Equilibrium of a linearly peridynamic material [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf
    • Vancouver

      Aguiar AR, Seitenfus AB. Equilibrium of a linearly peridynamic material [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ARGAMASSA, ESTRUTURAS

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      VIEIRA, Welington Hilário e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf. Acesso em: 08 dez. 2025.
    • APA

      Vieira, W. H., Paccola, R. R., & Coda, H. B. (2021). Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf
    • NLM

      Vieira WH, Paccola RR, Coda HB. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf
    • Vancouver

      Vieira WH, Paccola RR, Coda HB. Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      SOUZA, Bruno Rammon Silva e BENTO, Murilo Henrique Campana e PROENÇA, Sérgio Persival Baroncini. A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf. Acesso em: 08 dez. 2025.
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      Souza, B. R. S., Bento, M. H. C., & Proença, S. P. B. (2021). A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf
    • NLM

      Souza BRS, Bento MHC, Proença SPB. A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf
    • Vancouver

      Souza BRS, Bento MHC, Proença SPB. A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: INTERAÇÃO FLUIDO-ESTRUTURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      AVANCINI, Giovane e IDELSOHN, Sergio Rodolfo e SANCHES, Rodolfo André Kuche. Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf. Acesso em: 08 dez. 2025.
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      Avancini, G., Idelsohn, S. R., & Sanches, R. A. K. (2021). Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf
    • NLM

      Avancini G, Idelsohn SR, Sanches RAK. Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf
    • Vancouver

      Avancini G, Idelsohn SR, Sanches RAK. Unified positional PFEM formulation for fluid-structure interaction problems with free surface flows [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/9fc59746-36a4-4fde-9fa6-dbb1bfeb7dc6/arti78.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: MATERIAIS COMPÓSITOS, FLAMBAGEM, ESTRUTURAS

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      DINIZ, Anne Caroline Monteiro e MALITE, Maximiliano. Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf. Acesso em: 08 dez. 2025.
    • APA

      Diniz, A. C. M., & Malite, M. (2021). Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf
    • NLM

      Diniz ACM, Malite M. Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf
    • Vancouver

      Diniz ACM, Malite M. Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

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      ROSA, Rosicley Júnio Rodrigues e SANCHES, Rodolfo André Kuche. A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf. Acesso em: 08 dez. 2025.
    • APA

      Rosa, R. J. R., & Sanches, R. A. K. (2021). A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf
    • NLM

      Rosa RJR, Sanches RAK. A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf
    • Vancouver

      Rosa RJR, Sanches RAK. A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      PERLIN, Christian Luiz e CODA, Humberto Breves. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf. Acesso em: 08 dez. 2025.
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      Perlin, C. L., & Coda, H. B. (2021). A membrane finite element based on position applied to the contact of fabrics with rigid surfaces. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf
    • NLM

      Perlin CL, Coda HB. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf
    • Vancouver

      Perlin CL, Coda HB. A membrane finite element based on position applied to the contact of fabrics with rigid surfaces [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO ARMADO, DANO, ESTRUTURAS

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      VIEIRA, Welington Hilário e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf. Acesso em: 08 dez. 2025.
    • APA

      Vieira, W. H., Paccola, R. R., & Coda, H. B. (2021). Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf
    • NLM

      Vieira WH, Paccola RR, Coda HB. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf
    • Vancouver

      Vieira WH, Paccola RR, Coda HB. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      AGUIAR, Adair Roberto e ROCHA, Lucas Almeida. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf. Acesso em: 08 dez. 2025.
    • APA

      Aguiar, A. R., & Rocha, L. A. (2021). Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
    • NLM

      Aguiar AR, Rocha LA. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
    • Vancouver

      Aguiar AR, Rocha LA. Numerical study of a two-dimensional problem in a constrained minimization theory of elasticity [Internet]. Proceedings. 2021 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/2d1693b4-34b3-446c-b62c-c7b64641716f/arti72.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ALGORITMOS GENÉTICOS, ESTRUTURAS

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      SHIRATA, Hiram Yuguro e ROSA, Rosicley Júnio Rodrigues e SANCHES, Rodolfo André Kuche. Mechanical project of an automotive part using numerical analysis-based reverse engineering. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/5e158574-fac6-4dd7-b498-184918e101ce/AP7F6A~1.PDF. Acesso em: 08 dez. 2025.
    • APA

      Shirata, H. Y., Rosa, R. J. R., & Sanches, R. A. K. (2020). Mechanical project of an automotive part using numerical analysis-based reverse engineering. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/5e158574-fac6-4dd7-b498-184918e101ce/AP7F6A~1.PDF
    • NLM

      Shirata HY, Rosa RJR, Sanches RAK. Mechanical project of an automotive part using numerical analysis-based reverse engineering [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/5e158574-fac6-4dd7-b498-184918e101ce/AP7F6A~1.PDF
    • Vancouver

      Shirata HY, Rosa RJR, Sanches RAK. Mechanical project of an automotive part using numerical analysis-based reverse engineering [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/5e158574-fac6-4dd7-b498-184918e101ce/AP7F6A~1.PDF
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: INTERAÇÃO FLUIDO-ESTRUTURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      FERNANDES, Jeferson Wilian Dossa e MOREIRA, Darcy Hannah Falcão Rangel e SANCHES, Rodolfo André Kuche. A stabilized Arlequin formulation for fluid-structure interaction analysis. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/0031b981-51d5-461c-8118-804f74e47a70/AP0FB5~1.PDF. Acesso em: 08 dez. 2025.
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      Fernandes, J. W. D., Moreira, D. H. F. R., & Sanches, R. A. K. (2020). A stabilized Arlequin formulation for fluid-structure interaction analysis. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/0031b981-51d5-461c-8118-804f74e47a70/AP0FB5~1.PDF
    • NLM

      Fernandes JWD, Moreira DHFR, Sanches RAK. A stabilized Arlequin formulation for fluid-structure interaction analysis [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/0031b981-51d5-461c-8118-804f74e47a70/AP0FB5~1.PDF
    • Vancouver

      Fernandes JWD, Moreira DHFR, Sanches RAK. A stabilized Arlequin formulation for fluid-structure interaction analysis [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/0031b981-51d5-461c-8118-804f74e47a70/AP0FB5~1.PDF
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: METAIS, RUPTURA DOS MATERIAIS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

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    • ABNT

      SANTOS, Wanderson Ferreira dos e FERREIRA, Ayrton Ribeiro e PROENÇA, Sérgio Persival Baroncini. Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A~1.PDF. Acesso em: 08 dez. 2025.
    • APA

      Santos, W. F. dos, Ferreira, A. R., & Proença, S. P. B. (2020). Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A~1.PDF
    • NLM

      Santos WF dos, Ferreira AR, Proença SPB. Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A~1.PDF
    • Vancouver

      Santos WF dos, Ferreira AR, Proença SPB. Analysis of the elastoplastic behavior of porous microstructures under volumetric strains through a computational homogenization procedure [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/07378945-7f4c-4539-99c3-05a7670cd0e5/APB60A~1.PDF
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO ARMADO, MÉTODO DOS ELEMENTOS FINITOS, CORROSÃO, DANO, ESTRUTURAS

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    • ABNT

      RAMOS, Evérton Souza e TAVARES, Matheus de Godoy e CARRAZEDO, Rogério. Finite element modeling the structural effects of chloride corrosion in concrete cover. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/9ff01c1a-c902-43d0-a5ae-d9ea9867e53e/ACFrOgCo6piSVuZ447_Z9G3B2eRXvQR34tTwxOHqjGP5KVjuIMVBMpofMKF39H4k7gIIpYj3Gol94jzUH0iQpIlcmqASydJCUsv8XKgcywH10fI01if-N0BtIaXxgUEGnXrkf5ilowYc7LRYntr5.pdf. Acesso em: 08 dez. 2025.
    • APA

      Ramos, E. S., Tavares, M. de G., & Carrazedo, R. (2020). Finite element modeling the structural effects of chloride corrosion in concrete cover. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/9ff01c1a-c902-43d0-a5ae-d9ea9867e53e/ACFrOgCo6piSVuZ447_Z9G3B2eRXvQR34tTwxOHqjGP5KVjuIMVBMpofMKF39H4k7gIIpYj3Gol94jzUH0iQpIlcmqASydJCUsv8XKgcywH10fI01if-N0BtIaXxgUEGnXrkf5ilowYc7LRYntr5.pdf
    • NLM

      Ramos ES, Tavares M de G, Carrazedo R. Finite element modeling the structural effects of chloride corrosion in concrete cover [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/9ff01c1a-c902-43d0-a5ae-d9ea9867e53e/ACFrOgCo6piSVuZ447_Z9G3B2eRXvQR34tTwxOHqjGP5KVjuIMVBMpofMKF39H4k7gIIpYj3Gol94jzUH0iQpIlcmqASydJCUsv8XKgcywH10fI01if-N0BtIaXxgUEGnXrkf5ilowYc7LRYntr5.pdf
    • Vancouver

      Ramos ES, Tavares M de G, Carrazedo R. Finite element modeling the structural effects of chloride corrosion in concrete cover [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/9ff01c1a-c902-43d0-a5ae-d9ea9867e53e/ACFrOgCo6piSVuZ447_Z9G3B2eRXvQR34tTwxOHqjGP5KVjuIMVBMpofMKF39H4k7gIIpYj3Gol94jzUH0iQpIlcmqASydJCUsv8XKgcywH10fI01if-N0BtIaXxgUEGnXrkf5ilowYc7LRYntr5.pdf
  • Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO ARMADO, ANÁLISE NUMÉRICA, ESTRUTURAS

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    • ABNT

      RAMOS, Evérton Souza e CARRAZEDO, Rogério. Numerical analysis of reinforced concrete structures considering coarde agregates. 2020, Anais.. Belo Horizonte, MG: ABMEC, 2020. Disponível em: https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2~1.PDF. Acesso em: 08 dez. 2025.
    • APA

      Ramos, E. S., & Carrazedo, R. (2020). Numerical analysis of reinforced concrete structures considering coarde agregates. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2~1.PDF
    • NLM

      Ramos ES, Carrazedo R. Numerical analysis of reinforced concrete structures considering coarde agregates [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2~1.PDF
    • Vancouver

      Ramos ES, Carrazedo R. Numerical analysis of reinforced concrete structures considering coarde agregates [Internet]. Proceedings. 2020 ;[citado 2025 dez. 08 ] Available from: https://repositorio.usp.br/directbitstream/c7334b8e-4565-48c4-87b6-4ccfb685b195/AP16B2~1.PDF

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