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Artigo de periodico
Reliability analysis of an earth dam under rainfall effects (2024)
Torrico Siacara, Adrian ; Napa-García, Gian Franco; Beck, André Teófilo ; Futai, Marcos Massao
Source: International Journal of Geosynthetics and Ground Engineering. Unidades: EESC, EP
Subjects: BARRAGENS DE TERRA, TRANSIENTES HIDRÁULICOS, BARRAGENS DE TERRA, PRECIPITAÇÃO ATMOSFÉRICA, ESTRUTURAS
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ABNT
TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, v. 10, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s40891-024-00571-1. Acesso em: 18 ago. 2024.
APA
Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2024). Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, 10, 1-17. doi:10.1007/s40891-024-00571-1
NLM
Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 ago. 18 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
Vancouver
Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 ago. 18 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
Artigo de periodico
Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study (2024)
Ribeiro, Tiago; Bernardo, Luis; Carrazedo, Ricardo ; De Domenico, Dario
Source: Structural and Multidisciplinary Optimization. Unidade: EESC
Subjects: CONSTRUÇÃO CIVIL, TOPOLOGIA, ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
RIBEIRO, Tiago et al. Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study. Structural and Multidisciplinary Optimization, v. 67, n. 6, p. 1-34, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s00158-024-03799-7. Acesso em: 18 ago. 2024.
APA
Ribeiro, T., Bernardo, L., Carrazedo, R., & De Domenico, D. (2024). Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study. Structural and Multidisciplinary Optimization, 67( 6), 1-34. doi:10.1007/s00158-024-03799-7
NLM
Ribeiro T, Bernardo L, Carrazedo R, De Domenico D. Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study [Internet]. Structural and Multidisciplinary Optimization. 2024 ; 67( 6): 1-34.[citado 2024 ago. 18 ] Available from: https://dx.doi.org/10.1007/s00158-024-03799-7
Vancouver
Ribeiro T, Bernardo L, Carrazedo R, De Domenico D. Topology optimisation of steel connections under compression assisted by physical and geometrical nonlinear fnite element analysis and its application to an industrial case study [Internet]. Structural and Multidisciplinary Optimization. 2024 ; 67( 6): 1-34.[citado 2024 ago. 18 ] Available from: https://dx.doi.org/10.1007/s00158-024-03799-7
Artigo de periodico
Reliability analysis of an earth dam in operating conditions using direct coupling (2022)
Torrico Siacara, Adrian ; Napa-García, Gian Franco; Beck, André Teófilo ; Futai, Marcos Massao
Source: SN Applied Sciences. Unidades: EESC, EP
Subjects: BARRAGENS DE TERRA, ESTRUTURAS
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ABNT
TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam in operating conditions using direct coupling. SN Applied Sciences, v. 4, p. 1-23, 2022Tradução . . Disponível em: https://dx.doi.org/10.1007/s42452-022-04980-7. Acesso em: 18 ago. 2024.
APA
Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2022). Reliability analysis of an earth dam in operating conditions using direct coupling. SN Applied Sciences, 4, 1-23. doi:10.1007/s42452-022-04980-7
NLM
Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam in operating conditions using direct coupling [Internet]. SN Applied Sciences. 2022 ; 4 1-23.[citado 2024 ago. 18 ] Available from: https://dx.doi.org/10.1007/s42452-022-04980-7
Vancouver
Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam in operating conditions using direct coupling [Internet]. SN Applied Sciences. 2022 ; 4 1-23.[citado 2024 ago. 18 ] Available from: https://dx.doi.org/10.1007/s42452-022-04980-7
Artigo de periodico
Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion (2022)
Santos, Wanderson Ferreira dos; Ferreira, Ayrton Ribeiro; Proença, Sérgio Persival Baroncini
Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC
Subjects: MATERIAIS POROSOS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
SANTOS, Wanderson Ferreira dos e FERREIRA, Ayrton Ribeiro e PROENÇA, Sérgio Persival Baroncini. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 44, p. 1-17, 2022Tradução . . Disponível em: https://dx.doi.org/10.1007/s40430-022-03483-1. Acesso em: 18 ago. 2024.
APA
Santos, W. F. dos, Ferreira, A. R., & Proença, S. P. B. (2022). Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 44, 1-17. doi:10.1007/s40430-022-03483-1
NLM
Santos WF dos, Ferreira AR, Proença SPB. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2022 ; 44 1-17.[citado 2024 ago. 18 ] Available from: https://dx.doi.org/10.1007/s40430-022-03483-1
Vancouver
Santos WF dos, Ferreira AR, Proença SPB. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2022 ; 44 1-17.[citado 2024 ago. 18 ] Available from: https://dx.doi.org/10.1007/s40430-022-03483-1
Artigo de periodico
Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems (2022)
Gomes, Wellison José de Santana; Garmbis, Alexandre Galiani; Beck, André Teófilo
Source: Structural and Multidisciplinary Optimization. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, ESTRUTURAS, ESTRUTURAS
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ABNT
GOMES, Wellison José de Santana e GARMBIS, Alexandre Galiani e BECK, André Teófilo. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems. Structural and Multidisciplinary Optimization, v. 65, n. 3, p. 1-20, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00158-022-03182-4. Acesso em: 18 ago. 2024.
APA
Gomes, W. J. de S., Garmbis, A. G., & Beck, A. T. (2022). Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems. Structural and Multidisciplinary Optimization, 65( 3), 1-20. doi:10.1007/s00158-022-03182-4
NLM
Gomes WJ de S, Garmbis AG, Beck AT. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems [Internet]. Structural and Multidisciplinary Optimization. 2022 ; 65( 3): 1-20.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00158-022-03182-4
Vancouver
Gomes WJ de S, Garmbis AG, Beck AT. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems [Internet]. Structural and Multidisciplinary Optimization. 2022 ; 65( 3): 1-20.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00158-022-03182-4
Artigo de periodico
A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications (2021)
Coda, Humberto Breves
Source: Computational Mechanics. Unidade: EESC
Subjects: PLASTICIDADE DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
CODA, Humberto Breves. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications. Computational Mechanics, p. [1-22], 2021Tradução . . Disponível em: https://doi.org/10.1007/s00466-021-02092-4. Acesso em: 18 ago. 2024.
APA
Coda, H. B. (2021). A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications. Computational Mechanics, [1-22]. doi:10.1007/s00466-021-02092-4
NLM
Coda HB. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications [Internet]. Computational Mechanics. 2021 ; [1-22].[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00466-021-02092-4
Vancouver
Coda HB. A finite strain elastoplastic model based on Flory’s decomposition and 3D FEM applications [Internet]. Computational Mechanics. 2021 ; [1-22].[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00466-021-02092-4
Artigo de periodico
A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion (2021)
Tonon, Patricia; Sanches, Rodolfo André Kuche; Takizawa, Kenji; Tezduyar, Tayfun E
Source: Computational Mechanics. Unidade: EESC
Subjects: ESTRUTURAS, ELASTICIDADE DAS ESTRUTURAS
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ABNT
TONON, Patricia et al. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion. Computational Mechanics, v. 67, p. 413-434, 2021Tradução . . Disponível em: https://doi.org/10.1007/s00466-020-01941-y. Acesso em: 18 ago. 2024.
APA
Tonon, P., Sanches, R. A. K., Takizawa, K., & Tezduyar, T. E. (2021). A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion. Computational Mechanics, 67, 413-434. doi:10.1007/s00466-020-01941-y
NLM
Tonon P, Sanches RAK, Takizawa K, Tezduyar TE. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion [Internet]. Computational Mechanics. 2021 ; 67 413-434.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00466-020-01941-y
Vancouver
Tonon P, Sanches RAK, Takizawa K, Tezduyar TE. A linear-elasticity-based mesh moving method with no cycle-to-cycle accumulated distortion [Internet]. Computational Mechanics. 2021 ; 67 413-434.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00466-020-01941-y
Artigo de periodico
Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method (2020)
Ramos, Evérton Souza; Carrazedo, Rogério
Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS DE CONCRETO ARMADO, CORROSÃO, ESTRUTURAS
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ABNT
RAMOS, Evérton Souza e CARRAZEDO, Rogério. Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 42, p. 1-18, 2020Tradução . . Disponível em: https://doi.org/10.1007/s40430-020-02627-5. Acesso em: 18 ago. 2024.
APA
Ramos, E. S., & Carrazedo, R. (2020). Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 42, 1-18. doi:10.1007/s40430-020-02627-5
NLM
Ramos ES, Carrazedo R. Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-18.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s40430-020-02627-5
Vancouver
Ramos ES, Carrazedo R. Cross section modeling of the non-uniform corrosion due to chloride ingress using the positional finite element method [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-18.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s40430-020-02627-5
Artigo de periodico
Life cycle assessment of a hot-pressing machine to manufacture particleboards: hotspots, environmental indicators, and solutions (2020)
Silva, Diogo Aparecido Lopes; Firmino, Alessandro Silveira; Ferro, Fabiane Salles; Christoforo, André Luis ; Leite, Florence Rezende; Lahr, Francisco Antonio Rocco ; Kellens, Karel
Source: The International Journal of Life Cycle Assessment. Unidade: EESC
Subjects: PAINÉIS, CICLO DE VIDA, MANUFATURA, ESTRUTURAS
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ABNT
SILVA, Diogo Aparecido Lopes et al. Life cycle assessment of a hot-pressing machine to manufacture particleboards: hotspots, environmental indicators, and solutions. The International Journal of Life Cycle Assessment, v. 25, p. 1059-1077, 2020Tradução . . Disponível em: https://doi.org/10.1007/s11367-020-01755-3. Acesso em: 18 ago. 2024.
APA
Silva, D. A. L., Firmino, A. S., Ferro, F. S., Christoforo, A. L., Leite, F. R., Lahr, F. A. R., & Kellens, K. (2020). Life cycle assessment of a hot-pressing machine to manufacture particleboards: hotspots, environmental indicators, and solutions. The International Journal of Life Cycle Assessment, 25, 1059-1077. doi:10.1007/s11367-020-01755-3
NLM
Silva DAL, Firmino AS, Ferro FS, Christoforo AL, Leite FR, Lahr FAR, Kellens K. Life cycle assessment of a hot-pressing machine to manufacture particleboards: hotspots, environmental indicators, and solutions [Internet]. The International Journal of Life Cycle Assessment. 2020 ; 25 1059-1077.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s11367-020-01755-3
Vancouver
Silva DAL, Firmino AS, Ferro FS, Christoforo AL, Leite FR, Lahr FAR, Kellens K. Life cycle assessment of a hot-pressing machine to manufacture particleboards: hotspots, environmental indicators, and solutions [Internet]. The International Journal of Life Cycle Assessment. 2020 ; 25 1059-1077.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s11367-020-01755-3
Artigo de periodico
Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation (2020)
Carvalho, Péricles Rafael Pavão; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PLASTICIDADE DAS ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS
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ABNT
CARVALHO, Péricles Rafael Pavão e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 42, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1007/s40430-020-02344-z. Acesso em: 18 ago. 2024.
APA
Carvalho, P. R. P., Coda, H. B., & Sanches, R. A. K. (2020). Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 42, 1-17. doi:10.1007/s40430-020-02344-z
NLM
Carvalho PRP, Coda HB, Sanches RAK. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-17.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s40430-020-02344-z
Vancouver
Carvalho PRP, Coda HB, Sanches RAK. Positional fnite element formulation for two dimensional analysis of elasto plastic solids with contact applied to cold forming processes simulation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2020 ; 42 1-17.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s40430-020-02344-z
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: 18 ago. 2024.
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 2024 ago. 18 ] 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 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00158-018-2122-0
Artigo de periodico
High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces (2019)
Dias, Allan Patrick Cordeiro; Proença, Sérgio Persival Baroncini ; Bittencourt, Marco Lúcio
Source: Computational Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ARGAMASSA, ESTRUTURAS
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ABNT
DIAS, Allan Patrick Cordeiro e PROENÇA, Sérgio Persival Baroncini e BITTENCOURT, Marco Lúcio. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces. Computational Mechanics, v. 64, n. 1, p. 88-112, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-018-1658-6. Acesso em: 18 ago. 2024.
APA
Dias, A. P. C., Proença, S. P. B., & Bittencourt, M. L. (2019). High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces. Computational Mechanics, 64( 1), 88-112. doi:10.1007/s00466-018-1658-6
NLM
Dias APC, Proença SPB, Bittencourt ML. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces [Internet]. Computational Mechanics. 2019 ; 64( 1): 88-112.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00466-018-1658-6
Vancouver
Dias APC, Proença SPB, Bittencourt ML. High-order mortar-based contact element using NURBS for the mapping of contact curved surfaces [Internet]. Computational Mechanics. 2019 ; 64( 1): 88-112.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00466-018-1658-6
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: 18 ago. 2024.
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 2024 ago. 18 ] 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 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00466-018-1609-2
Artigo de periodico
Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation (2019)
Siqueira, Tiago Morkis; Coda, Humberto Breves
Source: Computational Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, JUNTAS ESTRUTURAIS, ESTRUTURAS
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ABNT
SIQUEIRA, Tiago Morkis e CODA, Humberto Breves. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation. Computational Mechanics, v. 64, p. 1517–1535, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00466-019-01732-0. Acesso em: 18 ago. 2024.
APA
Siqueira, T. M., & Coda, H. B. (2019). Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation. Computational Mechanics, 64, 1517–1535. doi:10.1007/s00466-019-01732-0
NLM
Siqueira TM, Coda HB. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation [Internet]. Computational Mechanics. 2019 ; 64 1517–1535.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00466-019-01732-0
Vancouver
Siqueira TM, Coda HB. Flexible actuator finite element applied to spatial mechanisms by a finite deformation dynamic formulation [Internet]. Computational Mechanics. 2019 ; 64 1517–1535.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00466-019-01732-0
Artigo de periodico
A performance measure approach for risk optimization (2019)
Torii, André Jacomel; Lopez, Rafael Holdorf; Beck, André Teófilo ; Miguel, Leandro Fleck Fadel
Source: Structural and Multidisciplinary Optimization. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
TORII, André Jacomel et al. A performance measure approach for risk optimization. Structural and Multidisciplinary Optimization, v. 60, p. 927-947, 2019Tradução . . Disponível em: https://doi.org/10.1007/s00158-019-02243-5. Acesso em: 18 ago. 2024.
APA
Torii, A. J., Lopez, R. H., Beck, A. T., & Miguel, L. F. F. (2019). A performance measure approach for risk optimization. Structural and Multidisciplinary Optimization, 60, 927-947. doi:10.1007/s00158-019-02243-5
NLM
Torii AJ, Lopez RH, Beck AT, Miguel LFF. A performance measure approach for risk optimization [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 60 927-947.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00158-019-02243-5
Vancouver
Torii AJ, Lopez RH, Beck AT, Miguel LFF. A performance measure approach for risk optimization [Internet]. Structural and Multidisciplinary Optimization. 2019 ; 60 927-947.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00158-019-02243-5
Artigo de periodico
Reliability-based topology optimization of continuum structures subject to local stress constraints (2018)
Silva, Gustavo Assis da; Beck, André Teófilo
Source: Structural and Multidisciplinary Optimization. Unidade: EESC
Subjects: TOPOLOGIA, TENSÃO ESTRUTURAL, ESTRUTURAS
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ABNT
SILVA, Gustavo Assis da e BECK, André Teófilo. Reliability-based topology optimization of continuum structures subject to local stress constraints. Structural and Multidisciplinary Optimization, v. 57, n. 6, p. 2339-2355, 2018Tradução . . Disponível em: https://doi.org/10.1007/s00158-017-1865-3. Acesso em: 18 ago. 2024.
APA
Silva, G. A. da, & Beck, A. T. (2018). Reliability-based topology optimization of continuum structures subject to local stress constraints. Structural and Multidisciplinary Optimization, 57( 6), 2339-2355. doi:10.1007/s00158-017-1865-3
NLM
Silva GA da, Beck AT. Reliability-based topology optimization of continuum structures subject to local stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2018 ; 57( 6): 2339-2355.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00158-017-1865-3
Vancouver
Silva GA da, Beck AT. Reliability-based topology optimization of continuum structures subject to local stress constraints [Internet]. Structural and Multidisciplinary Optimization. 2018 ; 57( 6): 2339-2355.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s00158-017-1865-3
Artigo de periodico
A simple hierarchical procedure for parameter identification in robust topology optimization (2016)
Venter, Giuliana Sardi; Beck, André Teófilo; Silva, Maíra Martins da
Source: Journal of Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC
Subjects: TOPOLOGIA (OTIMIZAÇÃO), ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VENTER, Giuliana Sardi e BECK, André Teófilo e SILVA, Maíra Martins da. A simple hierarchical procedure for parameter identification in robust topology optimization. Journal of Brazilian Society of Mechanical Sciences and Engineering, v. 38, n. 2, p. 679-689, 2016Tradução . . Disponível em: https://doi.org/10.1007/s40430-014-0271-7. Acesso em: 18 ago. 2024.
APA
Venter, G. S., Beck, A. T., & Silva, M. M. da. (2016). A simple hierarchical procedure for parameter identification in robust topology optimization. Journal of Brazilian Society of Mechanical Sciences and Engineering, 38( 2), 679-689. doi:10.1007/s40430-014-0271-7
NLM
Venter GS, Beck AT, Silva MM da. A simple hierarchical procedure for parameter identification in robust topology optimization [Internet]. Journal of Brazilian Society of Mechanical Sciences and Engineering. 2016 ; 38( 2): 679-689.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s40430-014-0271-7
Vancouver
Venter GS, Beck AT, Silva MM da. A simple hierarchical procedure for parameter identification in robust topology optimization [Internet]. Journal of Brazilian Society of Mechanical Sciences and Engineering. 2016 ; 38( 2): 679-689.[citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/s40430-014-0271-7
Trabalho de evento
Lateral buckling analysis of precast UHPFRC beams (2016)
Krahl, Pablo Augusto; Carrazedo, Ricardo; El Debs, Mounir Khalil
Source: Anais. Conference titles: International Symposium on Ultra-High Performance Concrete and High Performance Construction Materials - HiPerMat. Unidade: EESC
Subjects: VIGAS PRÉ-MOLDADAS, CONCRETO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KRAHL, Pablo Augusto e CARRAZEDO, Ricardo e EL DEBS, Mounir Khalil. Lateral buckling analysis of precast UHPFRC beams. 2016, Anais.. Kassel, Germany: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2016. . Acesso em: 18 ago. 2024.
APA
Krahl, P. A., Carrazedo, R., & El Debs, M. K. (2016). Lateral buckling analysis of precast UHPFRC beams. In Anais. Kassel, Germany: Escola de Engenharia de São Carlos, Universidade de São Paulo.
NLM
Krahl PA, Carrazedo R, El Debs MK. Lateral buckling analysis of precast UHPFRC beams. Anais. 2016 ;[citado 2024 ago. 18 ]
Vancouver
Krahl PA, Carrazedo R, El Debs MK. Lateral buckling analysis of precast UHPFRC beams. Anais. 2016 ;[citado 2024 ago. 18 ]
Parte de monografia/livro
Natural fiber-reinforcement polymer for structural application (2015)
Fiorelli, Juliano; Rempe, Nolan; Molina, Julio Cesar; Dias, Antonio Alves
Source: Agricultural biomass based potential materials. Unidades: FZEA, EESC
Subjects: ESTRUTURAS (APLICAÇÕES), FIBRAS NATURAIS, POLÍMEROS (MATERIAIS)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FIORELLI, Juliano et al. Natural fiber-reinforcement polymer for structural application. Agricultural biomass based potential materials. Tradução . Cham: Springer International Publishing Switzerland, 2015. . Disponível em: https://doi.org/10.1007/978-3-319-13847-3_2. Acesso em: 18 ago. 2024.
APA
Fiorelli, J., Rempe, N., Molina, J. C., & Dias, A. A. (2015). Natural fiber-reinforcement polymer for structural application. In Agricultural biomass based potential materials. Cham: Springer International Publishing Switzerland. doi:10.1007/978-3-319-13847-3_2
NLM
Fiorelli J, Rempe N, Molina JC, Dias AA. Natural fiber-reinforcement polymer for structural application [Internet]. In: Agricultural biomass based potential materials. Cham: Springer International Publishing Switzerland; 2015. [citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/978-3-319-13847-3_2
Vancouver
Fiorelli J, Rempe N, Molina JC, Dias AA. Natural fiber-reinforcement polymer for structural application [Internet]. In: Agricultural biomass based potential materials. Cham: Springer International Publishing Switzerland; 2015. [citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/978-3-319-13847-3_2
Parte de monografia/livro
Tuned mass dampers for passive control of structures under earthquake excitations (2015)
Lopez, Rafael Holdorf; Miguel, Leandro Fleck Fadel; Beck, André Teófilo
Source: Encyclopedia of Earthquake Engineering. Unidade: EESC
Subjects: ESTRUTURAS, TERREMOTOS, ONDAS SÍSMICAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LOPEZ, Rafael Holdorf e MIGUEL, Leandro Fleck Fadel e BECK, André Teófilo. Tuned mass dampers for passive control of structures under earthquake excitations. Encyclopedia of Earthquake Engineering. Tradução . Heidelberg, Germany: Springer, 2015. . Disponível em: https://doi.org/10.1007/978-3-642-36197-5. Acesso em: 18 ago. 2024.
APA
Lopez, R. H., Miguel, L. F. F., & Beck, A. T. (2015). Tuned mass dampers for passive control of structures under earthquake excitations. In Encyclopedia of Earthquake Engineering. Heidelberg, Germany: Springer. doi:10.1007/978-3-642-36197-5
NLM
Lopez RH, Miguel LFF, Beck AT. Tuned mass dampers for passive control of structures under earthquake excitations [Internet]. In: Encyclopedia of Earthquake Engineering. Heidelberg, Germany: Springer; 2015. [citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/978-3-642-36197-5
Vancouver
Lopez RH, Miguel LFF, Beck AT. Tuned mass dampers for passive control of structures under earthquake excitations [Internet]. In: Encyclopedia of Earthquake Engineering. Heidelberg, Germany: Springer; 2015. [citado 2024 ago. 18 ] Available from: https://doi.org/10.1007/978-3-642-36197-5

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