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Artigo de periodico
Assessment of risk reduction strategies for terrorist attacks on structures (2025)
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. 113, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2023.102381. Acesso em: 10 dez. 2025.
APA
Stewart, M. G., Thöns, S., & Beck, A. T. (2025). Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, 113. doi:10.1016/j.strusafe.2023.102381
NLM
Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2025 ; 113[citado 2025 dez. 10 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102381
Vancouver
Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2025 ; 113[citado 2025 dez. 10 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102381
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: 10 dez. 2025.
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 2025 dez. 10 ] 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 2025 dez. 10 ] 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: 10 dez. 2025.
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 2025 dez. 10 ] 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 2025 dez. 10 ] 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: 10 dez. 2025.
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 2025 dez. 10 ] 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 2025 dez. 10 ] 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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 10 dez. 2025.
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 2025 dez. 10 ] 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 2025 dez. 10 ] 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: 10 dez. 2025.
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 2025 dez. 10 ] 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 2025 dez. 10 ] 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: 10 dez. 2025.
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 2025 dez. 10 ] 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 2025 dez. 10 ] 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: 10 dez. 2025.
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 2025 dez. 10 ] 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 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.cma.2022.114622
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
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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: 10 dez. 2025.
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 2025 dez. 10 ] 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 2025 dez. 10 ] 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: 10 dez. 2025.
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 2025 dez. 10 ] 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 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.conbuildmat.2022.126613
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: 10 dez. 2025.
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 2025 dez. 10 ] 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 2025 dez. 10 ] 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: 10 dez. 2025.
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 2025 dez. 10 ] 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 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
Artigo de periodico
Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems (2021)
Rodrigues Neto, Antonio; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, VISCOELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
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ABNT
RODRIGUES NETO, Antonio e LEONEL, Edson Denner. Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems. Engineering Analysis with Boundary Elements, v. 123, p. 200-219, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2020.12.002. Acesso em: 10 dez. 2025.
APA
Rodrigues Neto, A., & Leonel, E. D. (2021). Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems. Engineering Analysis with Boundary Elements, 123, 200-219. doi:10.1016/j.enganabound.2020.12.002
NLM
Rodrigues Neto A, Leonel ED. Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems [Internet]. Engineering Analysis with Boundary Elements. 2021 ; 123 200-219.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002
Vancouver
Rodrigues Neto A, Leonel ED. Three dimensional nonlinear BEM formulations for the mechanical analysis of nonhomogeneous reinforced structural systems [Internet]. Engineering Analysis with Boundary Elements. 2021 ; 123 200-219.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.enganabound.2020.12.002
Artigo de periodico
A conservatism index based on structural reliability and model errors (2021)
Gomes, Wellison José de Santana; Beck, André Teófilo
Source: Reliability Engineering and System Safety. Unidade: EESC
Subjects: ENGENHARIA, ESTRUTURAS, ERRO, ESTRUTURAS
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ABNT
GOMES, Wellison José de Santana e BECK, André Teófilo. A conservatism index based on structural reliability and model errors. Reliability Engineering and System Safety, v. 209, p. 1-15, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.ress.2021.107456. Acesso em: 10 dez. 2025.
APA
Gomes, W. J. de S., & Beck, A. T. (2021). A conservatism index based on structural reliability and model errors. Reliability Engineering and System Safety, 209, 1-15. doi:10.1016/j.ress.2021.107456
NLM
Gomes WJ de S, Beck AT. A conservatism index based on structural reliability and model errors [Internet]. Reliability Engineering and System Safety. 2021 ; 209 1-15.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.ress.2021.107456
Vancouver
Gomes WJ de S, Beck AT. A conservatism index based on structural reliability and model errors [Internet]. Reliability Engineering and System Safety. 2021 ; 209 1-15.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.ress.2021.107456
Artigo de periodico
Computational modelling and analytical model for two-step corbel for precast concrete system (2021)
Araújo, Daniel de Lima; Coelho, Sergio Azevedo; Almeida, Sylvia Regina Mesquita de; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CONCRETO REFORÇADO COM FIBRAS, MODELOS ANALÍTICOS, GEOMETRIA E MODELAGEM COMPUTACIONAL, ESTRUTURAS
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ABNT
ARAÚJO, Daniel de Lima et al. Computational modelling and analytical model for two-step corbel for precast concrete system. Engineering Structures, v. 244, p. 1-14, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112699. Acesso em: 10 dez. 2025.
APA
Araújo, D. de L., Coelho, S. A., Almeida, S. R. M. de, & El Debs, M. K. (2021). Computational modelling and analytical model for two-step corbel for precast concrete system. Engineering Structures, 244, 1-14. doi:10.1016/j.engstruct.2021.112699
NLM
Araújo D de L, Coelho SA, Almeida SRM de, El Debs MK. Computational modelling and analytical model for two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 244 1-14.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112699
Vancouver
Araújo D de L, Coelho SA, Almeida SRM de, El Debs MK. Computational modelling and analytical model for two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 244 1-14.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112699
Artigo de periodico
A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations (2021)
Fernandes, Jeferson Wilian Dossa; Sanches, Rodolfo André Kuche ; Barbarulo, Andrea
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: DINÂMICA DOS FLUÍDOS COMPUTACIONAL, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
FERNANDES, Jeferson Wilian Dossa e SANCHES, Rodolfo André Kuche e BARBARULO, Andrea. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations. Computer Methods in Applied Mechanics and Engineering, v. 386, p. 1-22, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.cma.2021.114102. Acesso em: 10 dez. 2025.
APA
Fernandes, J. W. D., Sanches, R. A. K., & Barbarulo, A. (2021). A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations. Computer Methods in Applied Mechanics and Engineering, 386, 1-22. doi:10.1016/j.cma.2021.114102
NLM
Fernandes JWD, Sanches RAK, Barbarulo A. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations [Internet]. Computer Methods in Applied Mechanics and Engineering. 2021 ; 386 1-22.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
Vancouver
Fernandes JWD, Sanches RAK, Barbarulo A. A stabilized mixed space–time Proper Generalized Decomposition for the Navier–Stokes equations [Internet]. Computer Methods in Applied Mechanics and Engineering. 2021 ; 386 1-22.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.cma.2021.114102
Artigo de periodico
Experimental analysis of a modified two-step corbel for precast concrete system (2021)
Araújo, Daniel de Lima; Oliveira, Edilene Muniz de; Silva, Erika Meire Oliveira; Coelho, Sergio Azevedo; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO ARMADO PRÉ-MOLDADO, CONCRETO REFORÇADO COM FIBRAS, AÇO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ARAÚJO, Daniel de Lima et al. Experimental analysis of a modified two-step corbel for precast concrete system. Engineering Structures, v. 242, p. 1-15, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112585. Acesso em: 10 dez. 2025.
APA
Araújo, D. de L., Oliveira, E. M. de, Silva, E. M. O., Coelho, S. A., & El Debs, M. K. (2021). Experimental analysis of a modified two-step corbel for precast concrete system. Engineering Structures, 242, 1-15. doi:10.1016/j.engstruct.2021.112585
NLM
Araújo D de L, Oliveira EM de, Silva EMO, Coelho SA, El Debs MK. Experimental analysis of a modified two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 242 1-15.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112585
Vancouver
Araújo D de L, Oliveira EM de, Silva EMO, Coelho SA, El Debs MK. Experimental analysis of a modified two-step corbel for precast concrete system [Internet]. Engineering Structures. 2021 ; 242 1-15.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112585
Artigo de periodico
Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation (2021)
Felipe, Túlio Raunyr Cândido; Beck, André Teófilo
Source: Mechanical Systems and Signal Processing. Unidade: EESC
Subjects: FALHA, MECÂNICA DO DANO, TRELIÇAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FELIPE, Túlio Raunyr Cândido e BECK, André Teófilo. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation. Mechanical Systems and Signal Processing, v. 158, p. 1-22, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.ymssp.2021.107767. Acesso em: 10 dez. 2025.
APA
Felipe, T. R. C., & Beck, A. T. (2021). Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation. Mechanical Systems and Signal Processing, 158, 1-22. doi:10.1016/j.ymssp.2021.107767
NLM
Felipe TRC, Beck AT. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation [Internet]. Mechanical Systems and Signal Processing. 2021 ; 158 1-22.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.ymssp.2021.107767
Vancouver
Felipe TRC, Beck AT. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation [Internet]. Mechanical Systems and Signal Processing. 2021 ; 158 1-22.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.ymssp.2021.107767
Artigo de periodico
Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC (2021)
Krahl, Pablo Augusto; Gidrão, Gustavo de Miranda Saleme; Bessan Neto, Romeu; Carrazedo, Rogério
Source: Construction and Building Materials. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KRAHL, Pablo Augusto et al. Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC. Construction and Building Materials, v. 266, p. 1-10, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2020.121188. Acesso em: 10 dez. 2025.
APA
Krahl, P. A., Gidrão, G. de M. S., Bessan Neto, R., & Carrazedo, R. (2021). Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC. Construction and Building Materials, 266, 1-10. doi:10.1016/j.conbuildmat.2020.121188
NLM
Krahl PA, Gidrão G de MS, Bessan Neto R, Carrazedo R. Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC [Internet]. Construction and Building Materials. 2021 ; 266 1-10.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121188
Vancouver
Krahl PA, Gidrão G de MS, Bessan Neto R, Carrazedo R. Effect of curing age on pullout behavior of aligned and inclined steel fibers embedded in UHPFRC [Internet]. Construction and Building Materials. 2021 ; 266 1-10.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.conbuildmat.2020.121188
Artigo de periodico
Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions (2021)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva O. L; Genikomsou, Aikaterini S.; Krahl, Pablo Augusto; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO REFORÇADO COM FIBRAS, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SOUSA, Alex Micael Dantas de et al. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, v. 244, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112774. Acesso em: 10 dez. 2025.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Krahl, P. A., & El Debs, M. K. (2021). Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, 244, 1-17. doi:10.1016/j.engstruct.2021.112774
NLM
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
Vancouver
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2025 dez. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774

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