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Artigo de periodico
Incorporating statistical uncertainty into metamodel-driven Performance-Based Risk Optimization for seismic design (2026)
Rodrigues, Isabela Durci; Spence, Seymour M. J.; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: SISMOLOGIA, SOLOS, ESTRUTURAS
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ABNT
RODRIGUES, Isabela Durci e SPENCE, Seymour M. J. e BECK, André Teófilo. Incorporating statistical uncertainty into metamodel-driven Performance-Based Risk Optimization for seismic design. Engineering Structures, v. 348, p. 1-18, 2026Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2025.121744. Acesso em: 10 fev. 2026.
APA
Rodrigues, I. D., Spence, S. M. J., & Beck, A. T. (2026). Incorporating statistical uncertainty into metamodel-driven Performance-Based Risk Optimization for seismic design. Engineering Structures, 348, 1-18. doi:10.1016/j.engstruct.2025.121744
NLM
Rodrigues ID, Spence SMJ, Beck AT. Incorporating statistical uncertainty into metamodel-driven Performance-Based Risk Optimization for seismic design [Internet]. Engineering Structures. 2026 ; 348 1-18.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.121744
Vancouver
Rodrigues ID, Spence SMJ, Beck AT. Incorporating statistical uncertainty into metamodel-driven Performance-Based Risk Optimization for seismic design [Internet]. Engineering Structures. 2026 ; 348 1-18.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.121744
Artigo de periodico
Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section (2025)
Ribeiro, Lucas da Rosa; Macedo, Felipe Costa ; Beck, André Teófilo ; Parisi, Fulvio
Source: Engineering Structures. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
RIBEIRO, Lucas da Rosa et al. Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section. Engineering Structures, v. 342, p. 1-20, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2025.120905. Acesso em: 10 fev. 2026.
APA
Ribeiro, L. da R., Macedo, F. C., Beck, A. T., & Parisi, F. (2025). Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section. Engineering Structures, 342, 1-20. doi:10.1016/j.engstruct.2025.120905
NLM
Ribeiro L da R, Macedo FC, Beck AT, Parisi F. Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section [Internet]. Engineering Structures. 2025 ; 342 1-20.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.120905
Vancouver
Ribeiro L da R, Macedo FC, Beck AT, Parisi F. Optimal risk-based design of planar RC frames under progressive collapse: influence of frame aspect ratio and column cross-section [Internet]. Engineering Structures. 2025 ; 342 1-20.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.120905
Artigo de periodico
Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse (2025)
Mattos, Luiz Eduardo Gonçalves de ; Carneiro, José Caio Couto Bezerra ; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
MATTOS, Luiz Eduardo Gonçalves de e CARNEIRO, José Caio Couto Bezerra e BECK, André Teófilo. Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse. Engineering Structures, v. 332, p. 1-19, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2025.119983. Acesso em: 10 fev. 2026.
APA
Mattos, L. E. G. de, Carneiro, J. C. C. B., & Beck, A. T. (2025). Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse. Engineering Structures, 332, 1-19. doi:10.1016/j.engstruct.2025.119983
NLM
Mattos LEG de, Carneiro JCCB, Beck AT. Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse [Internet]. Engineering Structures. 2025 ; 332 1-19.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.119983
Vancouver
Mattos LEG de, Carneiro JCCB, Beck AT. Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse [Internet]. Engineering Structures. 2025 ; 332 1-19.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.119983
Artigo de periodico
Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes (2024)
Bosse, Rúbia Mara; Floréz-López, Julio; Gidráo. Gustavo M. S.; Rodrigues, Isabela Durci; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: MECÂNICA DO DANO, ESTRUTURAS DE CONCRETO ARMADO, ESTRUTURAS
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ABNT
BOSSE, Rúbia Mara et al. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, v. 311, p. 1-24, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.118115. Acesso em: 10 fev. 2026.
APA
Bosse, R. M., Floréz-López, J., Gidráo. Gustavo M. S.,, Rodrigues, I. D., & Beck, A. T. (2024). Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes. Engineering Structures, 311, 1-24. doi:10.1016/j.engstruct.2024.118115
NLM
Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115
Vancouver
Bosse RM, Floréz-López J, Gidráo. Gustavo M. S., Rodrigues ID, Beck AT. Collapse mechanisms and fragility curves based on Lumped Damage Mechanics for RC frames subjected to earthquakes [Internet]. Engineering Structures. 2024 ; 311 1-24.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.118115
Artigo de periodico
Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model (2024)
Almeida, Luis Philipe Ribeiro; Atroshchenko, Elena; Leonel, Edson Denner
Source: Engineering Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS, CONCRETO DE ALTA RESISTÊNCIA, ESTRUTURAS
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ABNT
ALMEIDA, Luis Philipe Ribeiro e ATROSHCHENKO, Elena e LEONEL, Edson Denner. Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model. Engineering Structures, v. 322, p. 1-21, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.119136. Acesso em: 10 fev. 2026.
APA
Almeida, L. P. R., Atroshchenko, E., & Leonel, E. D. (2024). Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model. Engineering Structures, 322, 1-21. doi:10.1016/j.engstruct.2024.119136
NLM
Almeida LPR, Atroshchenko E, Leonel ED. Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model [Internet]. Engineering Structures. 2024 ; 322 1-21.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.119136
Vancouver
Almeida LPR, Atroshchenko E, Leonel ED. Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model [Internet]. Engineering Structures. 2024 ; 322 1-21.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.119136
Artigo de periodico
Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants (2024)
Miguel, Leandro Fleck Fadel; Elias, Said; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: AMORTECEDORES, VIBRAÇÕES, ESTRUTURAS
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ABNT
MIGUEL, Leandro Fleck Fadel e ELIAS, Said e BECK, André Teófilo. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, v. 306, p. 1-13, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117861. Acesso em: 10 fev. 2026.
APA
Miguel, L. F. F., Elias, S., & Beck, A. T. (2024). Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants. Engineering Structures, 306, 1-13. doi:10.1016/j.engstruct.2024.117861
NLM
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
Vancouver
Miguel LFF, Elias S, Beck AT. Reliability-based optimization of supported pendulum TMDs’ nonlinear track shape using Padé approximants [Internet]. Engineering Structures. 2024 ; 306 1-13.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117861
Artigo de periodico
Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections (2024)
Araújo, D. L.; Borges, Vanessa Elizabeth dos Santos; Bernardes, Efraim Soares; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CISALHAMENTO, ESTRUTURAS
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ABNT
ARAÚJO, D. L. et al. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, v. 308, p. 1-19, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117953. Acesso em: 10 fev. 2026.
APA
Araújo, D. L., Borges, V. E. dos S., Bernardes, E. S., & El Debs, M. K. (2024). Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, 308, 1-19. doi:10.1016/j.engstruct.2024.117953
NLM
Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
Vancouver
Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
Artigo de periodico
Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates (2024)
Cunha, Rafael N; Amorim, David Leonardo Nascimento de Figueiredo; Proença, Sérgio Persival Baroncini ; Floréz-López, Julio
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO ARMADO, LAJES, MECÂNICA DO DANO, ESTRUTURAS
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ABNT
CUNHA, Rafael N et al. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, v. 308, p. 1-16, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117993. Acesso em: 10 fev. 2026.
APA
Cunha, R. N., Amorim, D. L. N. de F., Proença, S. P. B., & Floréz-López, J. (2024). Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates. Engineering Structures, 308, 1-16. doi:10.1016/j.engstruct.2024.117993
NLM
Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993
Vancouver
Cunha RN, Amorim DLN de F, Proença SPB, Floréz-López J. Modeling the initiation and propagation of complex networks of cracks in reinforced concrete plates [Internet]. Engineering Structures. 2024 ; 308 1-16.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117993
Artigo de periodico
A comprehensive study of prestressed UHPFRC I-beams under cyclic loading (2024)
Gidrão, Gustavo de Miranda Saleme; Krahl, Pablo Augusto; Martins, Diego de Oliveira; Moraes, Francisco Rosa de; Bosse, Rúbia Mara; Carrazedo, Ricardo
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, DANO, VIGAS, ESTRUTURAS
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ABNT
GIDRÃO, Gustavo de Miranda Saleme et al. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading. Engineering Structures, v. 304, p. 1-21, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117598. Acesso em: 10 fev. 2026.
APA
Gidrão, G. de M. S., Krahl, P. A., Martins, D. de O., Moraes, F. R. de, Bosse, R. M., & Carrazedo, R. (2024). A comprehensive study of prestressed UHPFRC I-beams under cyclic loading. Engineering Structures, 304, 1-21. doi:10.1016/j.engstruct.2024.117598
NLM
Gidrão G de MS, Krahl PA, Martins D de O, Moraes FR de, Bosse RM, Carrazedo R. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading [Internet]. Engineering Structures. 2024 ; 304 1-21.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117598
Vancouver
Gidrão G de MS, Krahl PA, Martins D de O, Moraes FR de, Bosse RM, Carrazedo R. A comprehensive study of prestressed UHPFRC I-beams under cyclic loading [Internet]. Engineering Structures. 2024 ; 304 1-21.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117598
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 fev. 2026.
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 2026 fev. 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 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
Artigo de periodico
NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling (2023)
Sousa, Alex Micael Dantas de ; Lantsoght, Eva Olivia Leontien; Genikomsou, Aikaterini S.; Prado, Lisiane Pereira; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, VIGAS, 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. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, v. 293, p. 1-26, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116617. Acesso em: 10 fev. 2026.
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Prado, L. P., & El Debs, M. K. (2023). NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, 293, 1-26. doi:10.1016/j.engstruct.2023.116617
NLM
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617
Vancouver
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617
Artigo de periodico
A multiscale topology optimisation framework for hollow spheres as cellular materials (2023)
Christoff, Bruno Guilherme; Almeida Júnior, José Humberto Santos; Cardoso, Eduardo L.
Source: Engineering Structures. Unidade: EESC
Subjects: TOPOLOGIA, HOMOGENEIZAÇÃO, ENGENHARIA AERONÁUTICA
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ABNT
CHRISTOFF, Bruno Guilherme e ALMEIDA JÚNIOR, José Humberto Santos e CARDOSO, Eduardo L. A multiscale topology optimisation framework for hollow spheres as cellular materials. Engineering Structures, v. 284, p. 1-13, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.115990. Acesso em: 10 fev. 2026.
APA
Christoff, B. G., Almeida Júnior, J. H. S., & Cardoso, E. L. (2023). A multiscale topology optimisation framework for hollow spheres as cellular materials. Engineering Structures, 284, 1-13. doi:10.1016/j.engstruct.2023.115990
NLM
Christoff BG, Almeida Júnior JHS, Cardoso EL. A multiscale topology optimisation framework for hollow spheres as cellular materials [Internet]. Engineering Structures. 2023 ; 284 1-13.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2023.115990
Vancouver
Christoff BG, Almeida Júnior JHS, Cardoso EL. A multiscale topology optimisation framework for hollow spheres as cellular materials [Internet]. Engineering Structures. 2023 ; 284 1-13.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2023.115990
Artigo de periodico
Interface strength of High-Strength concrete to Ultra-High-Performance concrete (2022)
Prado, Lisiane Pereira; Carrazedo, Ricardo ; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO DE ALTA RESISTÊNCIA, CONCRETO DE ALTO DESEMPENHO, CISALHAMENTO, ESTRUTURAS
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ABNT
PRADO, Lisiane Pereira e CARRAZEDO, Ricardo e EL DEBS, Mounir Khalil. Interface strength of High-Strength concrete to Ultra-High-Performance concrete. Engineering Structures, v. 252, p. 1-16, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2021.113591. Acesso em: 10 fev. 2026.
APA
Prado, L. P., Carrazedo, R., & El Debs, M. K. (2022). Interface strength of High-Strength concrete to Ultra-High-Performance concrete. Engineering Structures, 252, 1-16. doi:10.1016/j.engstruct.2021.113591
NLM
Prado LP, Carrazedo R, El Debs MK. Interface strength of High-Strength concrete to Ultra-High-Performance concrete [Internet]. Engineering Structures. 2022 ; 252 1-16.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2021.113591
Vancouver
Prado LP, Carrazedo R, El Debs MK. Interface strength of High-Strength concrete to Ultra-High-Performance concrete [Internet]. Engineering Structures. 2022 ; 252 1-16.[citado 2026 fev. 10 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2021.113591
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
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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: 10 fev. 2026.
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 2026 fev. 10 ] 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 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2020.111295
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 10 fev. 2026.
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 2026 fev. 10 ] 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 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2020.110542
Artigo de periodico
Random fatigue of plane frames via lumped damage mechanics (2019)
Vargas Bazán, José Antonio; Beck, André Teófilo ; Flórez-López, Julio
Source: Engineering Structures. Unidade: EESC
Subjects: MECÂNICA DO DANO, PROCESSOS ESTOCÁSTICOS, FADIGA DAS ESTRUTURAS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VARGAS BAZÁN, José Antonio e BECK, André Teófilo e FLÓREZ-LÓPEZ, Julio. Random fatigue of plane frames via lumped damage mechanics. Engineering Structures, v. 182, p. 301-315, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.12.008. Acesso em: 10 fev. 2026.
APA
Vargas Bazán, J. A., Beck, A. T., & Flórez-López, J. (2019). Random fatigue of plane frames via lumped damage mechanics. Engineering Structures, 182, 301-315. doi:10.1016/j.engstruct.2018.12.008
NLM
Vargas Bazán JA, Beck AT, Flórez-López J. Random fatigue of plane frames via lumped damage mechanics [Internet]. Engineering Structures. 2019 ; 182 301-315.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2018.12.008
Vancouver
Vargas Bazán JA, Beck AT, Flórez-López J. Random fatigue of plane frames via lumped damage mechanics [Internet]. Engineering Structures. 2019 ; 182 301-315.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2018.12.008
Artigo de periodico
A stochastic gradient approach for the reliability maximization of passively controlled structures (2019)
Carlon, André Gustavo; Lopez, Rafael Holdorf; Espath, Luis Felipe da Rosa; Miguel, Leandro Fleck Fadel; Beck, André Teófilo
Source: Engineering Structures. Unidade: EESC
Subjects: ESTRUTURAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CARLON, André Gustavo et al. A stochastic gradient approach for the reliability maximization of passively controlled structures. Engineering Structures, v. 186, p. 1-12, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2019.01.121. Acesso em: 10 fev. 2026.
APA
Carlon, A. G., Lopez, R. H., Espath, L. F. da R., Miguel, L. F. F., & Beck, A. T. (2019). A stochastic gradient approach for the reliability maximization of passively controlled structures. Engineering Structures, 186, 1-12. doi:10.1016/j.engstruct.2019.01.121
NLM
Carlon AG, Lopez RH, Espath LF da R, Miguel LFF, Beck AT. A stochastic gradient approach for the reliability maximization of passively controlled structures [Internet]. Engineering Structures. 2019 ; 186 1-12.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2019.01.121
Vancouver
Carlon AG, Lopez RH, Espath LF da R, Miguel LFF, Beck AT. A stochastic gradient approach for the reliability maximization of passively controlled structures [Internet]. Engineering Structures. 2019 ; 186 1-12.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2019.01.121
Artigo de periodico
Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column (2019)
Liberati, Elyson Andrew Pozo; Marques, Marilia Gonçalves; Leonel, Edson Denner ; Almeida, Luiz Carlos de; Trautwein, Leandro Mouta
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO ARMADO, PERFURAÇÃO, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LIBERATI, Elyson Andrew Pozo et al. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column. Engineering Structures, v. 182, p. 331-343, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.11.073. Acesso em: 10 fev. 2026.
APA
Liberati, E. A. P., Marques, M. G., Leonel, E. D., Almeida, L. C. de, & Trautwein, L. M. (2019). Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column. Engineering Structures, 182, 331-343. doi:10.1016/j.engstruct.2018.11.073
NLM
Liberati EAP, Marques MG, Leonel ED, Almeida LC de, Trautwein LM. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column [Internet]. Engineering Structures. 2019 ; 182 331-343.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2018.11.073
Vancouver
Liberati EAP, Marques MG, Leonel ED, Almeida LC de, Trautwein LM. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column [Internet]. Engineering Structures. 2019 ; 182 331-343.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2018.11.073
Artigo de periodico
Equivalent stress-strain law for embedded reinforcements considering bond-slip effects (2018)
Díaz de Teran López, José Ramón; Haach, Vladimir Guilherme
Source: Engineering Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO ARMADO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DÍAZ DE TERAN LÓPEZ, José Ramón e HAACH, Vladimir Guilherme. Equivalent stress-strain law for embedded reinforcements considering bond-slip effects. Engineering Structures, v. 165, n. Ju 2018, p. 247-253, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.03.045. Acesso em: 10 fev. 2026.
APA
Díaz de Teran López, J. R., & Haach, V. G. (2018). Equivalent stress-strain law for embedded reinforcements considering bond-slip effects. Engineering Structures, 165( Ju 2018), 247-253. doi:10.1016/j.engstruct.2018.03.045
NLM
Díaz de Teran López JR, Haach VG. Equivalent stress-strain law for embedded reinforcements considering bond-slip effects [Internet]. Engineering Structures. 2018 ; 165( Ju 2018): 247-253.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2018.03.045
Vancouver
Díaz de Teran López JR, Haach VG. Equivalent stress-strain law for embedded reinforcements considering bond-slip effects [Internet]. Engineering Structures. 2018 ; 165( Ju 2018): 247-253.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2018.03.045
Artigo de periodico
Mechanical damage evolution in UHPFRC: experimental and numerical investigation (2018)
Krahl, Pablo Augusto; Carrazedo, Ricardo ; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, PLASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
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. Mechanical damage evolution in UHPFRC: experimental and numerical investigation. Engineering Structures, v. 170, p. 63-77, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.05.064. Acesso em: 10 fev. 2026.
APA
Krahl, P. A., Carrazedo, R., & El Debs, M. K. (2018). Mechanical damage evolution in UHPFRC: experimental and numerical investigation. Engineering Structures, 170, 63-77. doi:10.1016/j.engstruct.2018.05.064
NLM
Krahl PA, Carrazedo R, El Debs MK. Mechanical damage evolution in UHPFRC: experimental and numerical investigation [Internet]. Engineering Structures. 2018 ; 170 63-77.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.064
Vancouver
Krahl PA, Carrazedo R, El Debs MK. Mechanical damage evolution in UHPFRC: experimental and numerical investigation [Internet]. Engineering Structures. 2018 ; 170 63-77.[citado 2026 fev. 10 ] Available from: https://doi.org/10.1016/j.engstruct.2018.05.064

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