ReP USP - Resultado da busca

Trabalho de evento
A stable and improved version of the GFEM for the analysis of problems in elastic linear fracture (2019)
Ramos, Caio 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
Assunto: ESTRUTURAS
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ABNT
RAMOS, Caio Silva e BENTO, Murilo Henrique Campana e PROENÇA, Sérgio Persival Baroncini. A stable and improved version of the GFEM for the analysis of problems in elastic linear fracture. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/c6caba7b-acbb-440d-a854-c6a826d3aaba/3051150.pdf. Acesso em: 08 out. 2025.
APA
Ramos, C. S., Bento, M. H. C., & Proença, S. P. B. (2019). A stable and improved version of the GFEM for the analysis of problems in elastic linear fracture. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c6caba7b-acbb-440d-a854-c6a826d3aaba/3051150.pdf
NLM
Ramos CS, Bento MHC, Proença SPB. A stable and improved version of the GFEM for the analysis of problems in elastic linear fracture [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/c6caba7b-acbb-440d-a854-c6a826d3aaba/3051150.pdf
Vancouver
Ramos CS, Bento MHC, Proença SPB. A stable and improved version of the GFEM for the analysis of problems in elastic linear fracture [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/c6caba7b-acbb-440d-a854-c6a826d3aaba/3051150.pdf
Artigo de periodico
System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse (2019)
Beck, André Teófilo ; Tessari, Rodolfo Krul; Kroetz, Henrique Machado
Source: Engineering Optimization. Unidade: EESC
Subjects: ESTRUTURAS, RISCO, BENCHMARKING, ESTRUTURAS
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ABNT
BECK, André Teófilo e TESSARI, Rodolfo Krul e KROETZ, Henrique Machado. System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse. Engineering Optimization, v. 51, n. 6, p. 1000-1012, 2019Tradução . . Disponível em: https://doi.org/10.1080/0305215X.2018.1502760. Acesso em: 08 out. 2025.
APA
Beck, A. T., Tessari, R. K., & Kroetz, H. M. (2019). System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse. Engineering Optimization, 51( 6), 1000-1012. doi:10.1080/0305215X.2018.1502760
NLM
Beck AT, Tessari RK, Kroetz HM. System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse [Internet]. Engineering Optimization. 2019 ; 51( 6): 1000-1012.[citado 2025 out. 08 ] Available from: https://doi.org/10.1080/0305215X.2018.1502760
Vancouver
Beck AT, Tessari RK, Kroetz HM. System reliability-based design optimization and risk-based optimization: a benchmark example considering progressive collapse [Internet]. Engineering Optimization. 2019 ; 51( 6): 1000-1012.[citado 2025 out. 08 ] Available from: https://doi.org/10.1080/0305215X.2018.1502760
Artigo de periodico
An efficient mechanical-probabilistic approach for the collapse modelling of RC structures (2019)
Coelho, Karolinne Oliveira; Leonel, Edson Denner ; Flórez-López, Julio
Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO ARMADO, MECÂNICA DO DANO, ESTRUTURAS
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ABNT
COELHO, Karolinne Oliveira e LEONEL, Edson Denner e FLÓREZ-LÓPEZ, Julio. An efficient mechanical-probabilistic approach for the collapse modelling of RC structures. Revista IBRACON de Estruturas e Materiais, v. 12, n. 2, p. 386-397, 2019Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952019000200010. Acesso em: 08 out. 2025.
APA
Coelho, K. O., Leonel, E. D., & Flórez-López, J. (2019). An efficient mechanical-probabilistic approach for the collapse modelling of RC structures. Revista IBRACON de Estruturas e Materiais, 12( 2), 386-397. doi:10.1590/S1983-41952019000200010
NLM
Coelho KO, Leonel ED, Flórez-López J. An efficient mechanical-probabilistic approach for the collapse modelling of RC structures [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( 2): 386-397.[citado 2025 out. 08 ] Available from: https://doi.org/10.1590/S1983-41952019000200010
Vancouver
Coelho KO, Leonel ED, Flórez-López J. An efficient mechanical-probabilistic approach for the collapse modelling of RC structures [Internet]. Revista IBRACON de Estruturas e Materiais. 2019 ; 12( 2): 386-397.[citado 2025 out. 08 ] Available from: https://doi.org/10.1590/S1983-41952019000200010
Artigo de periodico
Extrudability of cement-based composites reinforced with curauá (Ananas erectifolius) or polypropylene fibers (2019)
Teixeira, Ronaldo Soares; Santos, Sérgio Francisco dos; Christoforo, André Luis; Savastano Júnior, Holmer; Lahr, Francisco Antonio Rocco
Source: Construction and Building Materials. Unidades: FZEA, EESC, Interunidades em Ciência e Engenharia de Materiais
Subjects: ENSAIOS DE COMPRESSÃO, CIMENTO REFORÇADO COM FIBRAS, EXTRUSÃO, ESTRUTURAS
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ABNT
TEIXEIRA, Ronaldo Soares et al. Extrudability of cement-based composites reinforced with curauá (Ananas erectifolius) or polypropylene fibers. Construction and Building Materials, v. 205, p. 97-110, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2019.02.010. Acesso em: 08 out. 2025.
APA
Teixeira, R. S., Santos, S. F. dos, Christoforo, A. L., Savastano Júnior, H., & Lahr, F. A. R. (2019). Extrudability of cement-based composites reinforced with curauá (Ananas erectifolius) or polypropylene fibers. Construction and Building Materials, 205, 97-110. doi:10.1016/j.conbuildmat.2019.02.010
NLM
Teixeira RS, Santos SF dos, Christoforo AL, Savastano Júnior H, Lahr FAR. Extrudability of cement-based composites reinforced with curauá (Ananas erectifolius) or polypropylene fibers [Internet]. Construction and Building Materials. 2019 ; 205 97-110.[citado 2025 out. 08 ] Available from: https://doi.org/10.1016/j.conbuildmat.2019.02.010
Vancouver
Teixeira RS, Santos SF dos, Christoforo AL, Savastano Júnior H, Lahr FAR. Extrudability of cement-based composites reinforced with curauá (Ananas erectifolius) or polypropylene fibers [Internet]. Construction and Building Materials. 2019 ; 205 97-110.[citado 2025 out. 08 ] Available from: https://doi.org/10.1016/j.conbuildmat.2019.02.010
Trabalho de evento
Fluid-structure interaction computation with multi-scale over-lapping meshes (2019)
Sanches, Rodolfo André Kuche ; Fernandes, Jeferson Wilian Dossa; Tarizawa, Kenji; Tezduyar, Tayfun E.
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
SANCHES, Rodolfo André Kuche et al. Fluid-structure interaction computation with multi-scale over-lapping meshes. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/a23fcdd6-2242-4f88-aa33-c8e8e7f89a6a/3051477.pdf. Acesso em: 08 out. 2025.
APA
Sanches, R. A. K., Fernandes, J. W. D., Tarizawa, K., & Tezduyar, T. E. (2019). Fluid-structure interaction computation with multi-scale over-lapping meshes. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/a23fcdd6-2242-4f88-aa33-c8e8e7f89a6a/3051477.pdf
NLM
Sanches RAK, Fernandes JWD, Tarizawa K, Tezduyar TE. Fluid-structure interaction computation with multi-scale over-lapping meshes [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/a23fcdd6-2242-4f88-aa33-c8e8e7f89a6a/3051477.pdf
Vancouver
Sanches RAK, Fernandes JWD, Tarizawa K, Tezduyar TE. Fluid-structure interaction computation with multi-scale over-lapping meshes [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/a23fcdd6-2242-4f88-aa33-c8e8e7f89a6a/3051477.pdf
Trabalho de evento
A 1DBEM/BEM coupling formulation for reinforced domains (2019)
Rodrigues Neto, Antonio; Leonel, Edson Denner
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
RODRIGUES NETO, Antonio e LEONEL, Edson Denner. A 1DBEM/BEM coupling formulation for reinforced domains. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/dce5e45c-460e-42f4-b573-10e8d12a9435/ART22.pdf. Acesso em: 08 out. 2025.
APA
Rodrigues Neto, A., & Leonel, E. D. (2019). A 1DBEM/BEM coupling formulation for reinforced domains. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/dce5e45c-460e-42f4-b573-10e8d12a9435/ART22.pdf
NLM
Rodrigues Neto A, Leonel ED. A 1DBEM/BEM coupling formulation for reinforced domains [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/dce5e45c-460e-42f4-b573-10e8d12a9435/ART22.pdf
Vancouver
Rodrigues Neto A, Leonel ED. A 1DBEM/BEM coupling formulation for reinforced domains [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/dce5e45c-460e-42f4-b573-10e8d12a9435/ART22.pdf
Trabalho de evento-resumo
Validation of properties of a linealy elastic peridynamic material based on equilibration (2019)
Aguiar, Adair Roberto ; Seitenfuss, Alan Bourscheidt
Source: Abstracts. Conference titles: Annual Technical Meeting of Society of Engineering Science. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
AGUIAR, Adair Roberto e SEITENFUSS, Alan Bourscheidt. Validation of properties of a linealy elastic peridynamic material based on equilibration. 2019, Anais.. Saint Louis, MO, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2019. Disponível em: https://repositorio.usp.br/directbitstream/39fa7f33-307e-4a89-b9b3-ffe327c8d64d/prod_24620_sysno_3051740.pdf. Acesso em: 08 out. 2025.
APA
Aguiar, A. R., & Seitenfuss, A. B. (2019). Validation of properties of a linealy elastic peridynamic material based on equilibration. In Abstracts. Saint Louis, MO, USA: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/39fa7f33-307e-4a89-b9b3-ffe327c8d64d/prod_24620_sysno_3051740.pdf
NLM
Aguiar AR, Seitenfuss AB. Validation of properties of a linealy elastic peridynamic material based on equilibration [Internet]. Abstracts. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/39fa7f33-307e-4a89-b9b3-ffe327c8d64d/prod_24620_sysno_3051740.pdf
Vancouver
Aguiar AR, Seitenfuss AB. Validation of properties of a linealy elastic peridynamic material based on equilibration [Internet]. Abstracts. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/39fa7f33-307e-4a89-b9b3-ffe327c8d64d/prod_24620_sysno_3051740.pdf
Artigo de periodico
Non-probabilistic robust continuum topology optimization with stress constraints (2019)
Silva, Gustavo Assis da; Cardoso, Eduardo Lenz; Beck, André Teófilo
Source: Structural and Multidisciplinary Optimization. Unidade: EESC
Subjects: ROBUSTEZ, TENSÃO ESTRUTURAL, TOPOLOGIA, ESTRUTURAS
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ABNT
SILVA, Gustavo Assis da e CARDOSO, Eduardo Lenz e BECK, André Teófilo. Non-probabilistic robust continuum topology optimization with stress constraints. Structural and Multidisciplinary Optimization, v. 59, n. 4, p. 1181-1197, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00158-018-2122-0. Acesso em: 08 out. 2025.
APA
Silva, G. A. da, Cardoso, E. L., & Beck, A. T. (2019). Non-probabilistic robust continuum topology optimization with stress constraints. Structural and Multidisciplinary Optimization, 59( 4), 1181-1197. doi:10.1007/s00158-018-2122-0
NLM
Silva GA da, Cardoso EL, Beck AT. Non-probabilistic robust continuum topology optimization with stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 59( 4): 1181-1197.[citado 2025 out. 08 ] Available from: https://doi.org/10.1007/s00158-018-2122-0
Vancouver
Silva GA da, Cardoso EL, Beck AT. Non-probabilistic robust continuum topology optimization with stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 59( 4): 1181-1197.[citado 2025 out. 08 ] Available from: https://doi.org/10.1007/s00158-018-2122-0
Artigo de periodico
A comprehensive ductile damage model for 3D truss structures (2019)
Felipe, Túlio Raunyr Cândido; Leonel, Edson Denner ; Haach, Vladimir Guilherme ; Beck, André Teófilo
Source: International Journal of Non-Linear Mechanics. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
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ABNT
FELIPE, Túlio Raunyr Cândido et al. A comprehensive ductile damage model for 3D truss structures. International Journal of Non-Linear Mechanics, v. 112, n. Ju 2019, p. 13-24, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.ijnonlinmec.2019.02.010. Acesso em: 08 out. 2025.
APA
Felipe, T. R. C., Leonel, E. D., Haach, V. G., & Beck, A. T. (2019). A comprehensive ductile damage model for 3D truss structures. International Journal of Non-Linear Mechanics, 112( Ju 2019), 13-24. doi:10.1016/j.ijnonlinmec.2019.02.010
NLM
Felipe TRC, Leonel ED, Haach VG, Beck AT. A comprehensive ductile damage model for 3D truss structures [Internet]. International Journal of Non-Linear Mechanics. 2019 ; 112( Ju 2019): 13-24.[citado 2025 out. 08 ] Available from: https://doi.org/10.1016/j.ijnonlinmec.2019.02.010
Vancouver
Felipe TRC, Leonel ED, Haach VG, Beck AT. A comprehensive ductile damage model for 3D truss structures [Internet]. International Journal of Non-Linear Mechanics. 2019 ; 112( Ju 2019): 13-24.[citado 2025 out. 08 ] Available from: https://doi.org/10.1016/j.ijnonlinmec.2019.02.010
Artigo de periodico
ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element (2019)
Fernandes, Jeferson Willian Dossa; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: Computational Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, DEFORMAÇÃO ESTRUTURAL, ANÁLISE NÃO LINEAR DE ESTRUTURAS, ESTRUTURAS
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ABNT
FERNANDES, Jeferson Willian Dossa e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element. Computational Mechanics, v. 63, n. 3, p. 555-569, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-018-1609-2. Acesso em: 08 out. 2025.
APA
Fernandes, J. W. D., Coda, H. B., & Sanches, R. A. K. (2019). ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element. Computational Mechanics, 63( 3), 555-569. doi:10.1007/s00466-018-1609-2
NLM
Fernandes JWD, Coda HB, Sanches RAK. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element [Internet]. Computational Mechanics. 2019 ; 63( 3): 555-569.[citado 2025 out. 08 ] Available from: https://doi.org/10.1007/s00466-018-1609-2
Vancouver
Fernandes JWD, Coda HB, Sanches RAK. ALE incompressible fluid–shell coupling based on a higher-order auxiliary mesh and positional shell finite element [Internet]. Computational Mechanics. 2019 ; 63( 3): 555-569.[citado 2025 out. 08 ] Available from: https://doi.org/10.1007/s00466-018-1609-2
Trabalho de evento
Structural optimization of hyperstatic reinforced concrete beams considering the system reliability (2019)
Ribeiro, Lucas da Rosa; Beck, André Teófilo
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
RIBEIRO, Lucas da Rosa e BECK, André Teófilo. Structural optimization of hyperstatic reinforced concrete beams considering the system reliability. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf. Acesso em: 08 out. 2025.
APA
Ribeiro, L. da R., & Beck, A. T. (2019). Structural optimization of hyperstatic reinforced concrete beams considering the system reliability. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf
NLM
Ribeiro L da R, Beck AT. Structural optimization of hyperstatic reinforced concrete beams considering the system reliability [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf
Vancouver
Ribeiro L da R, Beck AT. Structural optimization of hyperstatic reinforced concrete beams considering the system reliability [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/b40a598a-5e6d-4c3c-853e-72224f90d28a/art14.pdf
Trabalho de evento
A numerical formulation for two-dimensional analysis of elasto-visco-plastic solids at large strains (2019)
Carvalho, Péricles Rafael Pavão; Avancini, Giovane; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
CARVALHO, Péricles Rafael Pavão et al. A numerical formulation for two-dimensional analysis of elasto-visco-plastic solids at large strains. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/2875ccf1-a6c4-4f3d-9d81-e43c7e8d680e/art2.pdf. Acesso em: 08 out. 2025.
APA
Carvalho, P. R. P., Avancini, G., Coda, H. B., & Sanches, R. A. K. (2019). A numerical formulation for two-dimensional analysis of elasto-visco-plastic solids at large strains. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/2875ccf1-a6c4-4f3d-9d81-e43c7e8d680e/art2.pdf
NLM
Carvalho PRP, Avancini G, Coda HB, Sanches RAK. A numerical formulation for two-dimensional analysis of elasto-visco-plastic solids at large strains [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/2875ccf1-a6c4-4f3d-9d81-e43c7e8d680e/art2.pdf
Vancouver
Carvalho PRP, Avancini G, Coda HB, Sanches RAK. A numerical formulation for two-dimensional analysis of elasto-visco-plastic solids at large strains [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/2875ccf1-a6c4-4f3d-9d81-e43c7e8d680e/art2.pdf
Trabalho de evento
Transient boundary element formulation applied for corrosion time initiation assessment in reinforced concrete strcutures subjected to chloride ingress (2019)
Rodrigues Neto, Antonio; Pellizzer, Giovanni Pais; Rocha, Matheus; Leonel, Edson Denner
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
RODRIGUES NETO, Antonio et al. Transient boundary element formulation applied for corrosion time initiation assessment in reinforced concrete strcutures subjected to chloride ingress. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/da90ad52-e376-46fb-bf67-905280931ea8/art20.pdf. Acesso em: 08 out. 2025.
APA
Rodrigues Neto, A., Pellizzer, G. P., Rocha, M., & Leonel, E. D. (2019). Transient boundary element formulation applied for corrosion time initiation assessment in reinforced concrete strcutures subjected to chloride ingress. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/da90ad52-e376-46fb-bf67-905280931ea8/art20.pdf
NLM
Rodrigues Neto A, Pellizzer GP, Rocha M, Leonel ED. Transient boundary element formulation applied for corrosion time initiation assessment in reinforced concrete strcutures subjected to chloride ingress [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/da90ad52-e376-46fb-bf67-905280931ea8/art20.pdf
Vancouver
Rodrigues Neto A, Pellizzer GP, Rocha M, Leonel ED. Transient boundary element formulation applied for corrosion time initiation assessment in reinforced concrete strcutures subjected to chloride ingress [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/da90ad52-e376-46fb-bf67-905280931ea8/art20.pdf
Trabalho de evento
A 1DBEM/BEM coupling formulation applied to reinforced viscoelastic domains (2019)
Rodrigues Neto, Antonio; Leonel, Edson Denner
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
RODRIGUES NETO, Antonio e LEONEL, Edson Denner. A 1DBEM/BEM coupling formulation applied to reinforced viscoelastic domains. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/59ef000f-14a6-4332-829c-20478600d5fe/art21.pdf. Acesso em: 08 out. 2025.
APA
Rodrigues Neto, A., & Leonel, E. D. (2019). A 1DBEM/BEM coupling formulation applied to reinforced viscoelastic domains. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/59ef000f-14a6-4332-829c-20478600d5fe/art21.pdf
NLM
Rodrigues Neto A, Leonel ED. A 1DBEM/BEM coupling formulation applied to reinforced viscoelastic domains [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/59ef000f-14a6-4332-829c-20478600d5fe/art21.pdf
Vancouver
Rodrigues Neto A, Leonel ED. A 1DBEM/BEM coupling formulation applied to reinforced viscoelastic domains [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/59ef000f-14a6-4332-829c-20478600d5fe/art21.pdf
Artigo de periodico
Probabilistic mechanical modelling of concrete creep based on the boundary element method (2019)
Oliveira, Hugo Luiz; Chateauneuf, Alaa; Leonel, Edson Denner
Source: Advances in Structural Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS DE CONCRETO, ESTRUTURAS
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ABNT
OLIVEIRA, Hugo Luiz e CHATEAUNEUF, Alaa e LEONEL, Edson Denner. Probabilistic mechanical modelling of concrete creep based on the boundary element method. Advances in Structural Engineering, v. 22, n. 2, p. 337-348, 2019Tradução . . Disponível em: https://doi.org/10.1177/1369433218788088. Acesso em: 08 out. 2025.
APA
Oliveira, H. L., Chateauneuf, A., & Leonel, E. D. (2019). Probabilistic mechanical modelling of concrete creep based on the boundary element method. Advances in Structural Engineering, 22( 2), 337-348. doi:10.1177/1369433218788088
NLM
Oliveira HL, Chateauneuf A, Leonel ED. Probabilistic mechanical modelling of concrete creep based on the boundary element method [Internet]. Advances in Structural Engineering. 2019 ; 22( 2): 337-348.[citado 2025 out. 08 ] Available from: https://doi.org/10.1177/1369433218788088
Vancouver
Oliveira HL, Chateauneuf A, Leonel ED. Probabilistic mechanical modelling of concrete creep based on the boundary element method [Internet]. Advances in Structural Engineering. 2019 ; 22( 2): 337-348.[citado 2025 out. 08 ] Available from: https://doi.org/10.1177/1369433218788088
Trabalho de evento
Solution of time-variant risk optimization problems using two-level active learning kriging approach (2019)
Kroetz, Henrique Machado ; Moustapha, M.; Beck, André Teófilo ; Sudret, B.
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KROETZ, Henrique Machado et al. Solution of time-variant risk optimization problems using two-level active learning kriging approach. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/74a053cc-6e90-4a02-a7fa-c3aa0fc225cb/art1.pdf. Acesso em: 08 out. 2025.
APA
Kroetz, H. M., Moustapha, M., Beck, A. T., & Sudret, B. (2019). Solution of time-variant risk optimization problems using two-level active learning kriging approach. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/74a053cc-6e90-4a02-a7fa-c3aa0fc225cb/art1.pdf
NLM
Kroetz HM, Moustapha M, Beck AT, Sudret B. Solution of time-variant risk optimization problems using two-level active learning kriging approach [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/74a053cc-6e90-4a02-a7fa-c3aa0fc225cb/art1.pdf
Vancouver
Kroetz HM, Moustapha M, Beck AT, Sudret B. Solution of time-variant risk optimization problems using two-level active learning kriging approach [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/74a053cc-6e90-4a02-a7fa-c3aa0fc225cb/art1.pdf
Trabalho de evento
Computational tool for buckling analysis via positional finite element method (2019)
Soares, Henrique Barbosa; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves
Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOARES, Henrique Barbosa e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Computational tool for buckling analysis via positional finite element method. 2019, Anais.. Belo Horizonte, MG: ABMEC, 2019. Disponível em: https://repositorio.usp.br/directbitstream/3a014c66-9ca1-4fe7-886a-391ac0b36245/3051491.pdf. Acesso em: 08 out. 2025.
APA
Soares, H. B., Paccola, R. R., & Coda, H. B. (2019). Computational tool for buckling analysis via positional finite element method. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3a014c66-9ca1-4fe7-886a-391ac0b36245/3051491.pdf
NLM
Soares HB, Paccola RR, Coda HB. Computational tool for buckling analysis via positional finite element method [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/3a014c66-9ca1-4fe7-886a-391ac0b36245/3051491.pdf
Vancouver
Soares HB, Paccola RR, Coda HB. Computational tool for buckling analysis via positional finite element method [Internet]. Proceedings. 2019 ;[citado 2025 out. 08 ] Available from: https://repositorio.usp.br/directbitstream/3a014c66-9ca1-4fe7-886a-391ac0b36245/3051491.pdf

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