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Filtros : "ESTRUTURAS" "Proceedings: Drawing (...) City (...) Body, dwelling on earth. Imagined-Architectures: architectural graphic representation and other images" Removidos: "St. Francis Xavier University" "Nakagawa, Elisa Yumi" "International Symposium on Electrets" Limpar

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  • Trabalho de evento

    Probabilistic inspection planning for the life cycle management of railway bridges (2024)

    Ames, Isabela; Bittencourt, Túlio Nogueira ; Futai, Marcos Massao ; Beck, André Teófilo ; Carvalho, H.

    Source: Proceedings. Conference titles: International Conference on Bridge Maintenance, Safety and Management - IABMAS. Unidades: EESC, EP

    Assunto: ESTRUTURAS

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    • ABNT

      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: 01 nov. 2024.

    • 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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: http://dx.doi.org/10.1201/9781003483755-332

  • Trabalho de evento

    One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation (2024)

    Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; El Debs, Mounir Khalil

    Source: Proceedings. Conference titles: International Structural Engineering and Construction. Unidade: EESC

    Subjects: LAJES, CONCRETO ARMADO, CISALHAMENTO, ESTRUTURAS

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      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. 2024, Anais.. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2024. Disponível em: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10. Acesso em: 01 nov. 2024.

    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2024). One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation. In Proceedings. Fargo, ND, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.14455/ISEC.2024.11(1).STR-10

    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2024 nov. 01 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10

    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation [Internet]. Proceedings. 2024 ;[citado 2024 nov. 01 ] Available from: http://dx.doi.org/10.14455/ISEC.2024.11(1).STR-10

  • Trabalho de evento

    Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022 (2023)

    Brito, Leandro Dussarrat; Pletz, Everaldo; Calil Júnior, Carlito

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

    Subjects: ESTRUTURAS DE MADEIRA, MADEIRA, ESTRUTURAS

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      BRITO, Leandro Dussarrat e PLETZ, Everaldo e CALIL JÚNIOR, Carlito. Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022. 2023, Anais.. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. Disponível em: http://dx.doi.org/10.52202/069179-0397. Acesso em: 01 nov. 2024.

    • APA

      Brito, L. D., Pletz, E., & Calil Júnior, C. (2023). Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022. In Proceedings. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/069179-0397

    • NLM

      Brito LD, Pletz E, Calil Júnior C. Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 01 ] Available from: http://dx.doi.org/10.52202/069179-0397

    • Vancouver

      Brito LD, Pletz E, Calil Júnior C. Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 01 ] Available from: http://dx.doi.org/10.52202/069179-0397

  • Trabalho de evento

    The new brazilian timber structures code NBR7190:2022 (2023)

    Calil Júnior, Carlito ; Icimoto, Felipe Hideyoshi; Brito, Leandro Dussarrat

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

    Subjects: NORMAS TÉCNICAS, ESTRUTURAS DE MADEIRA, ESTRUTURAS

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    • ABNT

      CALIL JÚNIOR, Carlito e ICIMOTO, Felipe Hideyoshi e BRITO, Leandro Dussarrat. The new brazilian timber structures code NBR7190:2022. 2023, Anais.. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. Disponível em: http://dx.doi.org/10.52202/069179-0399. Acesso em: 01 nov. 2024.

    • APA

      Calil Júnior, C., Icimoto, F. H., & Brito, L. D. (2023). The new brazilian timber structures code NBR7190:2022. In Proceedings. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/069179-0399

    • NLM

      Calil Júnior C, Icimoto FH, Brito LD. The new brazilian timber structures code NBR7190:2022 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 01 ] Available from: http://dx.doi.org/10.52202/069179-0399

    • Vancouver

      Calil Júnior C, Icimoto FH, Brito LD. The new brazilian timber structures code NBR7190:2022 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 01 ] Available from: http://dx.doi.org/10.52202/069179-0399

  • Trabalho de evento

    Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4 (2023)

    Moritani, Fabiana Yukiko; Icimoto, Felipe Hideyoshi; Nogueira, Rodrigo de Souza; Calil Júnior, Carlito ; Santos, Lorenzo Lube dos; Ballarin, Adriano Wagner

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

    Subjects: MADEIRA, RESISTÊNCIA DOS MATERIAIS, MADEIRA, ESTRUTURAS

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    • ABNT

      MORITANI, Fabiana Yukiko et al. Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4. 2023, Anais.. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. Disponível em: http://dx.doi.org/10.52202/069179-0402. Acesso em: 01 nov. 2024.

    • APA

      Moritani, F. Y., Icimoto, F. H., Nogueira, R. de S., Calil Júnior, C., Santos, L. L. dos, & Ballarin, A. W. (2023). Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4. In Proceedings. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/069179-0402

    • NLM

      Moritani FY, Icimoto FH, Nogueira R de S, Calil Júnior C, Santos LL dos, Ballarin AW. Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 01 ] Available from: http://dx.doi.org/10.52202/069179-0402

    • Vancouver

      Moritani FY, Icimoto FH, Nogueira R de S, Calil Júnior C, Santos LL dos, Ballarin AW. Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 01 ] Available from: http://dx.doi.org/10.52202/069179-0402

  • Trabalho de evento

    Reliability-based optimization of evolutionary topology and automated generation of strut-and-tie models for 3D structures (2023)

    Simonetti, Hélio Luiz ; Almeida, Valério da Silva ; Almeida, Virgil Del Duca ; Azar, Sina Zhian; Leitão, Vitor Manuel Azevedo

    Source: Proceedings. Conference titles: Ibero-Latin-American Congress on Computational Methods in Engineering - CLIAMCE 2023. Unidade: EP

    Subjects: TOPOLOGIA, TERCEIRA DIMENSÃO, ESTRUTURAS, VIGAS

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    • ABNT

      SIMONETTI, Hélio Luiz et al. Reliability-based optimization of evolutionary topology and automated generation of strut-and-tie models for 3D structures. 2023, Anais.. Rio de Janeiro: ABMEC, 2023. Disponível em: https://repositorio.usp.br/directbitstream/aa389a9b-1d88-473c-a7a1-0cb620567ef6/Reliability%20based%20optimization%20of%20evolutionary%20topology%20and%20automated.pdf. Acesso em: 01 nov. 2024.

    • APA

      Simonetti, H. L., Almeida, V. da S., Almeida, V. D. D., Azar, S. Z., & Leitão, V. M. A. (2023). Reliability-based optimization of evolutionary topology and automated generation of strut-and-tie models for 3D structures. In Proceedings. Rio de Janeiro: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/aa389a9b-1d88-473c-a7a1-0cb620567ef6/Reliability%20based%20optimization%20of%20evolutionary%20topology%20and%20automated.pdf

    • NLM

      Simonetti HL, Almeida V da S, Almeida VDD, Azar SZ, Leitão VMA. Reliability-based optimization of evolutionary topology and automated generation of strut-and-tie models for 3D structures [Internet]. Proceedings. 2023 ;[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/aa389a9b-1d88-473c-a7a1-0cb620567ef6/Reliability%20based%20optimization%20of%20evolutionary%20topology%20and%20automated.pdf

    • Vancouver

      Simonetti HL, Almeida V da S, Almeida VDD, Azar SZ, Leitão VMA. Reliability-based optimization of evolutionary topology and automated generation of strut-and-tie models for 3D structures [Internet]. Proceedings. 2023 ;[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/aa389a9b-1d88-473c-a7a1-0cb620567ef6/Reliability%20based%20optimization%20of%20evolutionary%20topology%20and%20automated.pdf

  • Trabalho de evento

    Stabilisation of a heavy chain buckled configuration through parametric excitation (2021)

    Ribeiro, Eduardo Ascenso Reis ; Mendes, Breno Ayres Pereira; Mazzilli, Carlos Eduardo Nigro

    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: 01 nov. 2024.

    • 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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/3c7151b2-040b-4156-a401-a7ae40911959/Stabilisation_of_a_heavy_chain_buckled_configuration_through_parametric_excitation.pdf

  • Trabalho de evento

    Truss topology optimization considering uncertainties in the applied loads and progressive collapse (2021)

    Silva, Lucas Araujo R. da; Beck, André Teófilo

    Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: TRELIÇAS, ESTRUTURAS

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    • ABNT

      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: 01 nov. 2024.

    • APA

      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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf

  • Trabalho de evento

    A quadratic GFEM formulation for fracture mechanics problems (2021)

    Bento, Murilo Henrique Campana; Ramos, Caio Silva; Proença, Sérgio Persival Baroncini ; Duarte, Carlos A.

    Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MECÂNICA DA FRATURA, ESTRUTURAS

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      BENTO, Murilo Henrique Campana et al. A quadratic GFEM formulation for fracture mechanics problems. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf. Acesso em: 01 nov. 2024.

    • APA

      Bento, M. H. C., Ramos, C. S., Proença, S. P. B., & Duarte, C. A. (2021). A quadratic GFEM formulation for fracture mechanics problems. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf

    • NLM

      Bento MHC, Ramos CS, Proença SPB, Duarte CA. A quadratic GFEM formulation for fracture mechanics problems [Internet]. Proceedings. 2021 ;[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf

    • Vancouver

      Bento MHC, Ramos CS, Proença SPB, Duarte CA. A quadratic GFEM formulation for fracture mechanics problems [Internet]. Proceedings. 2021 ;[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/b3e0d56f-f97e-4086-b6c0-e0b3e3443716/arti70.pdf

  • Trabalho de evento

    Overall effective elastic properties of composites by computational homogenization (2021)

    Santos, Wanderson Ferreira dos; Ferreira, Ayrton Ribeiro; Proença, Sérgio Persival Baroncini

    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: 01 nov. 2024.

    • 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

    • NLM

      Santos WF dos, Ferreira AR, Proença SPB. Overall effective elastic properties of composites by computational homogenization [Internet]. Proceedings. 2021 ;[citado 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/c7d11d6c-f554-46d5-8243-f0f49155ca82/arti82.pdf

  • Trabalho de evento

    Numerical analysis on the compression behavior of pultruded GFRP angle sections with bolted connections (2021)

    Diniz, Anne Caroline Monteiro; Malite, Maximiliano

    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: 01 nov. 2024.

    • 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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/5639f733-6f3b-41fa-8461-4bf3d0ed7c43/arti83.pdf

  • Trabalho de evento-resumo

    Equilibrium of a linearly peridynamic material (2021)

    Aguiar, Adair Roberto ; Seitenfus, Alan B

    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: 01 nov. 2024.

    • 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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/53aff8e5-5527-4c44-9080-363b49c82c02/OK___resumo%2001.pdf

  • Trabalho de evento

    Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate (2021)

    Vieira, Welington Hilário; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves

    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: 01 nov. 2024.

    • 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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/7bd05b75-044f-4f26-ba0e-5bee2534c3e8/arti88.pdf

  • Trabalho de evento

    An isogeometric boundary element formulation for fibre-reinforced 3D domains (2021)

    Rodrigues Neto, Antonio; Leonel, Edson Denner

    Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidades: EESC, FD

    Subjects: MATERIAIS COMPÓSITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, TERCEIRA DIMENSÃO, ESTRUTURAS

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    • ABNT

      RODRIGUES NETO, Antonio e LEONEL, Edson Denner. An isogeometric boundary element formulation for fibre-reinforced 3D domains. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf. Acesso em: 01 nov. 2024.

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      Rodrigues Neto, A., & Leonel, E. D. (2021). An isogeometric boundary element formulation for fibre-reinforced 3D domains. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf

    • NLM

      Rodrigues Neto A, Leonel ED. An isogeometric boundary element formulation for fibre-reinforced 3D domains [Internet]. Proceedings. 2021 ;[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf

    • Vancouver

      Rodrigues Neto A, Leonel ED. An isogeometric boundary element formulation for fibre-reinforced 3D domains [Internet]. Proceedings. 2021 ;[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/b7ea1de8-89d5-4284-ab4a-08de2041bb92/arti87.pdf

  • Trabalho de evento

    The influence of time integrator on contact/impact problems using the positional finite element method (2021)

    Moreira, Darcy Hannah Falcão Rangel; Carvalho, Péricles Rafael Pavão; Sanches, Rodolfo André Kuche

    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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      MOREIRA, Darcy Hannah Falcão Rangel e CARVALHO, Péricles Rafael Pavão e SANCHES, Rodolfo André Kuche. The influence of time integrator on contact/impact problems using the positional finite element method. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf. Acesso em: 01 nov. 2024.

    • APA

      Moreira, D. H. F. R., Carvalho, P. R. P., & Sanches, R. A. K. (2021). The influence of time integrator on contact/impact problems using the positional finite element method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf

    • NLM

      Moreira DHFR, Carvalho PRP, Sanches RAK. The influence of time integrator on contact/impact problems using the positional finite element method [Internet]. Proceedings. 2021 ;[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf

    • Vancouver

      Moreira DHFR, Carvalho PRP, Sanches RAK. The influence of time integrator on contact/impact problems using the positional finite element method [Internet]. Proceedings. 2021 ;[citado 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/26c81d80-48c6-440c-82a6-e5a0a96c0c18/arti79.pdf

  • Trabalho de evento

    Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models (2021)

    Vieira, Welington Hilário; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves

    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: 01 nov. 2024.

    • 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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf

  • Trabalho de evento

    Numerical analysis on the buckling behavior of pultruded GFRP members: a systematic review (2021)

    Diniz, Anne Caroline Monteiro; Malite, Maximiliano

    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: 01 nov. 2024.

    • 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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/d86e661a-a3c1-4171-83d5-c66460340f74/arti84.pdf

  • Trabalho de evento

    A membrane finite element based on position applied to the contact of fabrics with rigid surfaces (2021)

    Perlin, Christian Luiz; Coda, Humberto Breves

    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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    • ABNT

      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: 01 nov. 2024.

    • APA

      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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/d85a071d-f939-4a5f-ab3a-fe7720f34243/arti81.pdf

  • Trabalho de evento

    A projection technique for nonlinear adaptive analyses exploring the Generalized Finite Element Method (2021)

    Souza, Bruno Rammon Silva; Bento, Murilo Henrique Campana; Proença, Sérgio Persival Baroncini

    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: 01 nov. 2024.

    • APA

      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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/98d86843-fb0c-4008-8861-ab4e532ffdca/arti28.pdf

  • Trabalho de evento

    A positional isogeometric formulation for two-dimensional analysis of elastoplastic solids (2021)

    Rosa, Rosicley Júnio Rodrigues; Sanches, Rodolfo André Kuche

    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: 01 nov. 2024.

    • 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 2024 nov. 01 ] 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 2024 nov. 01 ] Available from: https://repositorio.usp.br/directbitstream/383723f5-f050-4d73-9ad5-6b085495305a/arti71.pdf

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