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Artigo de periodico
A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration (2024)
Costa, Luis Gustavo Lopes; Beck, André Teófilo
Source: Structural Safety. Unidade: EESC
Subjects: EDIFÍCIOS, PROBABILIDADE, ESTRUTURAS
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ABNT
COSTA, Luis Gustavo Lopes e BECK, André Teófilo. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, v. 106, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2023.102411. Acesso em: 18 nov. 2024.
APA
Costa, L. G. L., & Beck, A. T. (2024). A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration. Structural Safety, 106, 1-24. doi:10.1016/j.strusafe.2023.102411
NLM
Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2024 nov. 18 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Vancouver
Costa LGL, Beck AT. A critical review of probabilistic live load models for buildings: models, surveys, Eurocode statistics and reliability-based calibration [Internet]. Structural Safety. 2024 ; 106 1-24.[citado 2024 nov. 18 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102411
Artigo de periodico
Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties (2023)
Silva, Lucas Araújo Rodrigues da; Torii, André Jacomel; Beck, André Teófilo
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: TOPOLOGIA, ESTRUTURAS, ESTRUTURAS
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ABNT
SILVA, Lucas Araújo Rodrigues da e TORII, André Jacomel e BECK, André Teófilo. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, v. 71, p. 1-19, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2022.103384. Acesso em: 18 nov. 2024.
APA
Silva, L. A. R. da, Torii, A. J., & Beck, A. T. (2023). Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, 71, 1-19. doi:10.1016/j.probengmech.2022.103384
NLM
Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384
Vancouver
Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.probengmech.2022.103384
Artigo de periodico
Analysis of fractures in linear viscoelastic media using a generalized finite element method and the elastic–viscoelastic correspondence principle (2023)
Garzon, J; Ramos, C.S.; Bento, M. H. C.; Proença, Sérgio Persival Baroncini ; Duarte, C. A.
Source: Theoretical and Applied Fracture Mechanics. Unidade: EESC
Subjects: FRATURA DAS ESTRUTURAS, VISCOELASTICIDADE DAS ESTRUTURAS, TRANSFORMADA DE LAPLACE, ESTRUTURAS
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ABNT
GARZON, J et al. Analysis of fractures in linear viscoelastic media using a generalized finite element method and the elastic–viscoelastic correspondence principle. Theoretical and Applied Fracture Mechanics, v. 124, p. 1-24, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.tafmec.2023.103759. Acesso em: 18 nov. 2024.
APA
Garzon, J., Ramos, C. S., Bento, M. H. C., Proença, S. P. B., & Duarte, C. A. (2023). Analysis of fractures in linear viscoelastic media using a generalized finite element method and the elastic–viscoelastic correspondence principle. Theoretical and Applied Fracture Mechanics, 124, 1-24. doi:10.1016/j.tafmec.2023.103759
NLM
Garzon J, Ramos CS, Bento MHC, Proença SPB, Duarte CA. Analysis of fractures in linear viscoelastic media using a generalized finite element method and the elastic–viscoelastic correspondence principle [Internet]. Theoretical and Applied Fracture Mechanics. 2023 ; 124 1-24.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.tafmec.2023.103759
Vancouver
Garzon J, Ramos CS, Bento MHC, Proença SPB, Duarte CA. Analysis of fractures in linear viscoelastic media using a generalized finite element method and the elastic–viscoelastic correspondence principle [Internet]. Theoretical and Applied Fracture Mechanics. 2023 ; 124 1-24.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.tafmec.2023.103759
Artigo de periodico
Assessment of risk reduction strategies for terrorist attacks on structures (2023)
Stewart, Mark G; Thöns, Sebastian; Beck, André Teófilo
Source: Structural Safety. Unidade: EESC
Subjects: TERRORISMO, EDIFÍCIOS, RISCO, ESTRUTURAS
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ABNT
STEWART, Mark G e THÖNS, Sebastian e BECK, André Teófilo. Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, v. 104, p. 1-11, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2023.102353. Acesso em: 18 nov. 2024.
APA
Stewart, M. G., Thöns, S., & Beck, A. T. (2023). Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, 104, 1-11. doi:10.1016/j.strusafe.2023.102353
NLM
Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2023 ; 104 1-11.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.strusafe.2023.102353
Vancouver
Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2023 ; 104 1-11.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.strusafe.2023.102353
Artigo de periodico
Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding (2023)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: CISALHAMENTO, LAJES, CONCRETO ARMADO, ESTRUTURAS
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ABNT
SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, v. 291, p. 1-23, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116396. Acesso em: 18 nov. 2024.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, 291, 1-23. doi:10.1016/j.engstruct.2023.116396
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
Artigo de periodico
Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics (2022)
Bento, Murilo Eduardo Casteroba; Proença, Sérgio Persival Baroncini ; Duarte, C. A.
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ROBUSTEZ, ESTRUTURAS
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ABNT
BENTO, Murilo Eduardo Casteroba e PROENÇA, Sérgio Persival Baroncini e DUARTE, C. A. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 394, p. 1-24, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2022.114917. Acesso em: 18 nov. 2024.
APA
Bento, M. E. C., Proença, S. P. B., & Duarte, C. A. (2022). Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 394, 1-24. doi:10.1016/j.cma.2022.114917
NLM
Bento MEC, Proença SPB, Duarte CA. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 394 1-24.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.cma.2022.114917
Vancouver
Bento MEC, Proença SPB, Duarte CA. Well-conditioned and optimally convergent second-order Generalized/eXtended FEM formulations for linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 394 1-24.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.cma.2022.114917
Artigo de periodico
Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics (2022)
Rosa, Rosicley Júnio Rodrigues; Coda, Humberto Breves ; Sanches, Rodolfo André Kuche
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
ROSA, Rosicley Júnio Rodrigues e CODA, Humberto Breves e SANCHES, Rodolfo André Kuche. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, v. 392, p. 1-28, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2022.114622. Acesso em: 18 nov. 2024.
APA
Rosa, R. J. R., Coda, H. B., & Sanches, R. A. K. (2022). Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics. Computer Methods in Applied Mechanics and Engineering, 392, 1-28. doi:10.1016/j.cma.2022.114622
NLM
Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
Vancouver
Rosa RJR, Coda HB, Sanches RAK. Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics [Internet]. Computer Methods in Applied Mechanics and Engineering. 2022 ; 392 1-28.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
Artigo de periodico
Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings (2022)
Miguel, Leandro Fleck Fadel; Lopez, Rafael Holdorf; Torii, André Jacomel; Beck, André Teófilo
Source: Structures. Unidade: EESC
Subjects: SISMOLOGIA, ESTRUTURAS, RISCO, ESTRUTURAS
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ABNT
MIGUEL, Leandro Fleck Fadel et al. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, v. 45, p. 415-426, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.istruc.2022.08.121. Acesso em: 18 nov. 2024.
APA
Miguel, L. F. F., Lopez, R. H., Torii, A. J., & Beck, A. T. (2022). Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, 45, 415-426. doi:10.1016/j.istruc.2022.08.121
NLM
Miguel LFF, Lopez RH, Torii AJ, Beck AT. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings [Internet]. Structures. 2022 ; 45 415-426.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.istruc.2022.08.121
Vancouver
Miguel LFF, Lopez RH, Torii AJ, Beck AT. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings [Internet]. Structures. 2022 ; 45 415-426.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.istruc.2022.08.121
Artigo de periodico
A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses (2022)
Coda, Humberto Breves ; Bernardo, Caio César La-Cava Gonçalves; Paccola, Rodrigo Ribeiro
Source: Composite Structures. Unidade: EESC
Subjects: VIGAS, CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, TENSÃO ESTRUTURAL, ESTRUTURAS
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ABNT
CODA, Humberto Breves e BERNARDO, Caio César La-Cava Gonçalves e PACCOLA, Rodrigo Ribeiro. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, v. 292, p. 1-17, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2022.115606. Acesso em: 18 nov. 2024.
APA
Coda, H. B., Bernardo, C. C. L. -C. G., & Paccola, R. R. (2022). A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, 292, 1-17. doi:10.1016/j.compstruct.2022.115606
NLM
Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
Vancouver
Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
Artigo de periodico
On the ergodicity assumption in Performance-Based engineering (2022)
Beck, André Teófilo ; Bosse, Rúbia Mara; Rodrigues, Isabela Durci
Source: Structural Safety. Unidade: EESC
Subjects: ENGENHARIA, ESTRUTURAS, ESTRUTURAS
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ABNT
BECK, André Teófilo e BOSSE, Rúbia Mara e RODRIGUES, Isabela Durci. On the ergodicity assumption in Performance-Based engineering. Structural Safety, v. 97, p. 1-8, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2022.102218. Acesso em: 18 nov. 2024.
APA
Beck, A. T., Bosse, R. M., & Rodrigues, I. D. (2022). On the ergodicity assumption in Performance-Based engineering. Structural Safety, 97, 1-8. doi:10.1016/j.strusafe.2022.102218
NLM
Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.strusafe.2022.102218
Vancouver
Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.strusafe.2022.102218
Artigo de periodico
Effects of post-fire curing on the residual mechanical behavior of cement-lime masonry mortars (2022)
Fernandes Neto, José Anchiêta Damasceno; Sombra,Thomas Nunes; Haach, Vladimir Guilherme ; Correa, Marcio Roberto Silva
Source: Construction and Building Materials. Unidade: EESC
Subjects: ARGAMASSA, FOGO, ALVENARIA ESTRUTURAL, ESTRUTURAS
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ABNT
FERNANDES NETO, José Anchiêta Damasceno et al. Effects of post-fire curing on the residual mechanical behavior of cement-lime masonry mortars. Construction and Building Materials, v. 327, p. 1-20, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2022.126613. Acesso em: 18 nov. 2024.
APA
Fernandes Neto, J. A. D., Sombra, T. N., Haach, V. G., & Correa, M. R. S. (2022). Effects of post-fire curing on the residual mechanical behavior of cement-lime masonry mortars. Construction and Building Materials, 327, 1-20. doi:10.1016/j.conbuildmat.2022.126613
NLM
Fernandes Neto JAD, Sombra TN, Haach VG, Correa MRS. Effects of post-fire curing on the residual mechanical behavior of cement-lime masonry mortars [Internet]. Construction and Building Materials. 2022 ; 327 1-20.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.conbuildmat.2022.126613
Vancouver
Fernandes Neto JAD, Sombra TN, Haach VG, Correa MRS. Effects of post-fire curing on the residual mechanical behavior of cement-lime masonry mortars [Internet]. Construction and Building Materials. 2022 ; 327 1-20.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.conbuildmat.2022.126613
Artigo de periodico
Optimal design of redundant structural systems: fundamentals (2020)
Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: ESTRUTURAS, RESISTÊNCIA DOS MATERIAIS, ANÁLISE DE RISCO, ESTRUTURAS
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ABNT
BECK, André Teófilo. Optimal design of redundant structural systems: fundamentals. Engineering Structures, v. 219, p. 1-24, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2020.110542. Acesso em: 18 nov. 2024.
APA
Beck, A. T. (2020). Optimal design of redundant structural systems: fundamentals. Engineering Structures, 219, 1-24. doi:10.1016/j.engstruct.2020.110542
NLM
Beck AT. Optimal design of redundant structural systems: fundamentals [Internet]. Engineering Structures. 2020 ; 219 1-24.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2020.110542
Vancouver
Beck AT. Optimal design of redundant structural systems: fundamentals [Internet]. Engineering Structures. 2020 ; 219 1-24.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2020.110542
Artigo de periodico
An enriched dual boundary element method formulation for linear elastic crack propagation (2020)
Andrade, Helder C.; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MECÂNICA DA FRATURA, MÉTODO DOS ELEMENTOS DE CONTORNO, TENSÃO ESTRUTURAL, ESTRUTURAS
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ABNT
ANDRADE, Helder C. e LEONEL, Edson Denner. An enriched dual boundary element method formulation for linear elastic crack propagation. Engineering Analysis with Boundary Elements, v. 121, p. 158-179, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2020.09.007. Acesso em: 18 nov. 2024.
APA
Andrade, H. C., & Leonel, E. D. (2020). An enriched dual boundary element method formulation for linear elastic crack propagation. Engineering Analysis with Boundary Elements, 121, 158-179. doi:10.1016/j.enganabound.2020.09.007
NLM
Andrade HC, Leonel ED. An enriched dual boundary element method formulation for linear elastic crack propagation [Internet]. Engineering Analysis with Boundary Elements. 2020 ; 121 158-179.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.enganabound.2020.09.007
Vancouver
Andrade HC, Leonel ED. An enriched dual boundary element method formulation for linear elastic crack propagation [Internet]. Engineering Analysis with Boundary Elements. 2020 ; 121 158-179.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.enganabound.2020.09.007
Artigo de periodico
A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework (2020)
Fernandes, Jeferson Wilian Dossa; Barbarulo, Andrea; Dhia, Hachmi Ben; Sanches, Rodolfo André Kuche
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: DINÂMICA DOS FLUÍDOS COMPUTACIONAL, MÉTODO DOS ELEMENTOS FINITOS, MÉTODOS DE DECOMPOSIÇÃO, ESTRUTURAS
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ABNT
FERNANDES, Jeferson Wilian Dossa et al. A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework. Computer Methods in Applied Mechanics and Engineering, v. 370, p. 1-30, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2020.113073. Acesso em: 18 nov. 2024.
APA
Fernandes, J. W. D., Barbarulo, A., Dhia, H. B., & Sanches, R. A. K. (2020). A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework. Computer Methods in Applied Mechanics and Engineering, 370, 1-30. doi:10.1016/j.cma.2020.113073
NLM
Fernandes JWD, Barbarulo A, Dhia HB, Sanches RAK. A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 370 1-30.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.cma.2020.113073
Vancouver
Fernandes JWD, Barbarulo A, Dhia HB, Sanches RAK. A residual-based stabilized finite element formulation for incompressible flow problems in the Arlequin framework [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 370 1-30.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.cma.2020.113073
Artigo de periodico
Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element (2020)
Carrazedo, Rogério ; Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves ; Salomão, Rafael
Source: Composite Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PAINÉIS SANDWICH, ESTRUTURAS
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ABNT
CARRAZEDO, Rogério et al. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, v. 244, p. 1-16, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2020.112254. Acesso em: 18 nov. 2024.
APA
Carrazedo, R., Paccola, R. R., Coda, H. B., & Salomão, R. (2020). Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element. Composite Structures, 244, 1-16. doi:10.1016/j.compstruct.2020.112254
NLM
Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
Vancouver
Carrazedo R, Paccola RR, Coda HB, Salomão R. Vibration and stress analysis of orthotropic laminated panels by active face prismatic finite element [Internet]. Composite Structures. 2020 ; 244 1-16.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2020.112254
Artigo de periodico
Longitudinally stiffened web purlins under shear and bending moment (2020)
Silva, Juliana Maria Mazzeti; Malite, Maximiliano
Source: Thin-Walled Structures. Unidade: EESC
Subjects: AÇO DE ALTA RESISTÊNCIA, CISALHAMENTO, FLAMBAGEM, ESTRUTURAS
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ABNT
SILVA, Juliana Maria Mazzeti e MALITE, Maximiliano. Longitudinally stiffened web purlins under shear and bending moment. Thin-Walled Structures, v. 148, p. 1-14, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2020.106616. Acesso em: 18 nov. 2024.
APA
Silva, J. M. M., & Malite, M. (2020). Longitudinally stiffened web purlins under shear and bending moment. Thin-Walled Structures, 148, 1-14. doi:10.1016/j.tws.2020.106616
NLM
Silva JMM, Malite M. Longitudinally stiffened web purlins under shear and bending moment [Internet]. Thin-Walled Structures. 2020 ; 148 1-14.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.tws.2020.106616
Vancouver
Silva JMM, Malite M. Longitudinally stiffened web purlins under shear and bending moment [Internet]. Thin-Walled Structures. 2020 ; 148 1-14.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.tws.2020.106616
Artigo de periodico
Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios (2020)
Beck, André Teófilo ; Ribeiro, Lucas da Rosa; Valdebenito, Marcos
Source: Engineering Structures. Unidade: EESC
Subjects: COLUNAS, ESTRUTURAS, RISCO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo e RIBEIRO, Lucas da Rosa e VALDEBENITO, Marcos. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios. Engineering Structures, v. 225, p. 1-17, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2020.111295. Acesso em: 18 nov. 2024.
APA
Beck, A. T., Ribeiro, L. da R., & Valdebenito, M. (2020). Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios. Engineering Structures, 225, 1-17. doi:10.1016/j.engstruct.2020.111295
NLM
Beck AT, Ribeiro L da R, Valdebenito M. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios [Internet]. Engineering Structures. 2020 ; 225 1-17.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2020.111295
Vancouver
Beck AT, Ribeiro L da R, Valdebenito M. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios [Internet]. Engineering Structures. 2020 ; 225 1-17.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2020.111295
Artigo de periodico
Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints (2020)
Silva, Gustavo Assis da; Cardoso, Eduardo Lenz; Beck, André Teófilo
Source: Probabilistic Engineering Mechanics. Unidade: EESC
Subjects: TOPOLOGIA, ESTRUTURAS, ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Gustavo Assis da e CARDOSO, Eduardo Lenz e BECK, André Teófilo. Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints. Probabilistic Engineering Mechanics, v. 59, p. 1-10, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2020.103039. Acesso em: 18 nov. 2024.
APA
Silva, G. A. da, Cardoso, E. L., & Beck, A. T. (2020). Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints. Probabilistic Engineering Mechanics, 59, 1-10. doi:10.1016/j.probengmech.2020.103039
NLM
Silva GA da, Cardoso EL, Beck AT. Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints [Internet]. Probabilistic Engineering Mechanics. 2020 ; 59 1-10.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.probengmech.2020.103039
Vancouver
Silva GA da, Cardoso EL, Beck AT. Comparison of robust, reliability-based and non-probabilistic topology optimization under uncertain loads and stress constraints [Internet]. Probabilistic Engineering Mechanics. 2020 ; 59 1-10.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.probengmech.2020.103039
Artigo de periodico
Framework for probabilistic leakage resistance envelopes of casing connections (2020)
Mantilla Uribe, Juan Camilo; Beck, André Teófilo
Source: Engineering Failure Analysis. Unidade: EESC
Subjects: REVESTIMENTOS, POÇOS, ANÁLISE DE REGRESSÃO E DE CORRELAÇÃO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MANTILLA URIBE, Juan Camilo e BECK, André Teófilo. Framework for probabilistic leakage resistance envelopes of casing connections. Engineering Failure Analysis, v. 118, p. 1-21, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.engfailanal.2020.104872. Acesso em: 18 nov. 2024.
APA
Mantilla Uribe, J. C., & Beck, A. T. (2020). Framework for probabilistic leakage resistance envelopes of casing connections. Engineering Failure Analysis, 118, 1-21. doi:10.1016/j.engfailanal.2020.104872
NLM
Mantilla Uribe JC, Beck AT. Framework for probabilistic leakage resistance envelopes of casing connections [Internet]. Engineering Failure Analysis. 2020 ; 118 1-21.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.engfailanal.2020.104872
Vancouver
Mantilla Uribe JC, Beck AT. Framework for probabilistic leakage resistance envelopes of casing connections [Internet]. Engineering Failure Analysis. 2020 ; 118 1-21.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.engfailanal.2020.104872
Artigo de periodico
Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity (2020)
Silva, Gustavo Assis da; Beck, André Teófilo ; Sigmund, Ole
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: TOPOLOGIA, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Gustavo Assis da e BECK, André Teófilo e SIGMUND, Ole. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity. Computer Methods in Applied Mechanics and Engineering, v. 365, p. 1-31, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2020.112972. Acesso em: 18 nov. 2024.
APA
Silva, G. A. da, Beck, A. T., & Sigmund, O. (2020). Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity. Computer Methods in Applied Mechanics and Engineering, 365, 1-31. doi:10.1016/j.cma.2020.112972
NLM
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 365 1-31.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.cma.2020.112972
Vancouver
Silva GA da, Beck AT, Sigmund O. Topology optimization of compliant mechanisms considering stress constraints, manufacturing uncertainty and geometric nonlinearity [Internet]. Computer Methods in Applied Mechanics and Engineering. 2020 ; 365 1-31.[citado 2024 nov. 18 ] Available from: https://doi.org/10.1016/j.cma.2020.112972

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