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Artigo de periodico
Visual-mechanical classification for evaluating the characteristic value of tensile strength parallel to grain and the modulus of elasticity in static bending of Pinus taeda wood beams (2025)
Kuniyoshi, José Ricardo Gabriel ; Lahr, Francisco Antonio Rocco ; Molina, Julio Cesar
Source: Structures. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
KUNIYOSHI, José Ricardo Gabriel e LAHR, Francisco Antonio Rocco e MOLINA, Julio Cesar. Visual-mechanical classification for evaluating the characteristic value of tensile strength parallel to grain and the modulus of elasticity in static bending of Pinus taeda wood beams. Structures, v. 80, p. 1-9, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2025.109787. Acesso em: 12 fev. 2026.
APA
Kuniyoshi, J. R. G., Lahr, F. A. R., & Molina, J. C. (2025). Visual-mechanical classification for evaluating the characteristic value of tensile strength parallel to grain and the modulus of elasticity in static bending of Pinus taeda wood beams. Structures, 80, 1-9. doi:10.1016/j.istruc.2025.109787
NLM
Kuniyoshi JRG, Lahr FAR, Molina JC. Visual-mechanical classification for evaluating the characteristic value of tensile strength parallel to grain and the modulus of elasticity in static bending of Pinus taeda wood beams [Internet]. Structures. 2025 ; 80 1-9.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.1016/j.istruc.2025.109787
Vancouver
Kuniyoshi JRG, Lahr FAR, Molina JC. Visual-mechanical classification for evaluating the characteristic value of tensile strength parallel to grain and the modulus of elasticity in static bending of Pinus taeda wood beams [Internet]. Structures. 2025 ; 80 1-9.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.1016/j.istruc.2025.109787
Artigo de periodico
FEM-based practical recommendations for detailing UHPC wet joints of precast slabs (2025)
Silva, Marcos Antonio do Rosario da; Sousa, Alex Micael Dantas de ; Araújo, Daniel de Lima ; Sanabria Díaz, Rafael Andrés; Krahl, Pablo Augusto ; El Debs, Mounir Khalil
Source: Structures. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
SILVA, Marcos Antonio do Rosario da et al. FEM-based practical recommendations for detailing UHPC wet joints of precast slabs. Structures, v. 80, p. 1-20, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2025.109798. Acesso em: 12 fev. 2026.
APA
Silva, M. A. do R. da, Sousa, A. M. D. de, Araújo, D. de L., Sanabria Díaz, R. A., Krahl, P. A., & El Debs, M. K. (2025). FEM-based practical recommendations for detailing UHPC wet joints of precast slabs. Structures, 80, 1-20. doi:10.1016/j.istruc.2025.109798
NLM
Silva MA do R da, Sousa AMD de, Araújo D de L, Sanabria Díaz RA, Krahl PA, El Debs MK. FEM-based practical recommendations for detailing UHPC wet joints of precast slabs [Internet]. Structures. 2025 ; 80 1-20.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.1016/j.istruc.2025.109798
Vancouver
Silva MA do R da, Sousa AMD de, Araújo D de L, Sanabria Díaz RA, Krahl PA, El Debs MK. FEM-based practical recommendations for detailing UHPC wet joints of precast slabs [Internet]. Structures. 2025 ; 80 1-20.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.1016/j.istruc.2025.109798
Artigo de periodico
Steel fiber reinforced recycled aggregate concrete as structural material: from predicting post-cracking parameters to designing beams aided by FEM-based model (2025)
Costa, Amanda Tafuri ; Figueiredo, Antonio Domingues de ; Monte, Renata ; Bitencourt Júnior, Luís Antônio Guimarães
Source: Structures. Unidade: EP
Subjects: CONCRETO REFORÇADO COM FIBRAS, AGREGADOS, RESÍDUOS DE CONSTRUÇÃO
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ABNT
COSTA, Amanda Tafuri et al. Steel fiber reinforced recycled aggregate concrete as structural material: from predicting post-cracking parameters to designing beams aided by FEM-based model. Structures, v. 71, n. Ja 2025, p. 19 on-line, 2025Tradução . . Disponível em: https://doi.org/10.1016/j.istruc.2024.108068. Acesso em: 12 fev. 2026.
APA
Costa, A. T., Figueiredo, A. D. de, Monte, R., & Bitencourt Júnior, L. A. G. (2025). Steel fiber reinforced recycled aggregate concrete as structural material: from predicting post-cracking parameters to designing beams aided by FEM-based model. Structures, 71( Ja 2025), 19 on-line. doi:10.1016/j.istruc.2024.108068
NLM
Costa AT, Figueiredo AD de, Monte R, Bitencourt Júnior LAG. Steel fiber reinforced recycled aggregate concrete as structural material: from predicting post-cracking parameters to designing beams aided by FEM-based model [Internet]. Structures. 2025 ; 71( Ja 2025): 19 on-line.[citado 2026 fev. 12 ] Available from: https://doi.org/10.1016/j.istruc.2024.108068
Vancouver
Costa AT, Figueiredo AD de, Monte R, Bitencourt Júnior LAG. Steel fiber reinforced recycled aggregate concrete as structural material: from predicting post-cracking parameters to designing beams aided by FEM-based model [Internet]. Structures. 2025 ; 71( Ja 2025): 19 on-line.[citado 2026 fev. 12 ] Available from: https://doi.org/10.1016/j.istruc.2024.108068
Artigo de periodico
Concrete Damaged Plasticity (CDP) adjustment parameters for the application in simulations of timber or wood composite structures (2025)
Christoforo, André Luis ; Arroyo, Felipe Nascimento ; Sousa, Alex Micael Dantas de ; Mascarenhas, Fernando Junior Resende ; Panzera, Túlio Hallak ; Lahr, Francisco Antonio Rocco ; Dias, Alfredo Manuel Pereira Geraldes
Source: Structures. Unidade: EESC
Subjects: PLASTICIDADE DAS ESTRUTURAS, ANÁLISE MECÂNICA, MADEIRA, ESTRUTURAS
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ABNT
CHRISTOFORO, André Luis et al. Concrete Damaged Plasticity (CDP) adjustment parameters for the application in simulations of timber or wood composite structures. Structures, v. 73, p. 1-12, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2025.108334. Acesso em: 12 fev. 2026.
APA
Christoforo, A. L., Arroyo, F. N., Sousa, A. M. D. de, Mascarenhas, F. J. R., Panzera, T. H., Lahr, F. A. R., & Dias, A. M. P. G. (2025). Concrete Damaged Plasticity (CDP) adjustment parameters for the application in simulations of timber or wood composite structures. Structures, 73, 1-12. doi:10.1016/j.istruc.2025.108334
NLM
Christoforo AL, Arroyo FN, Sousa AMD de, Mascarenhas FJR, Panzera TH, Lahr FAR, Dias AMPG. Concrete Damaged Plasticity (CDP) adjustment parameters for the application in simulations of timber or wood composite structures [Internet]. Structures. 2025 ; 73 1-12.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.1016/j.istruc.2025.108334
Vancouver
Christoforo AL, Arroyo FN, Sousa AMD de, Mascarenhas FJR, Panzera TH, Lahr FAR, Dias AMPG. Concrete Damaged Plasticity (CDP) adjustment parameters for the application in simulations of timber or wood composite structures [Internet]. Structures. 2025 ; 73 1-12.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.1016/j.istruc.2025.108334
Artigo de periodico
Wasserstein generative adversarial networks for topology optimization (2024)
Pereira, Lucas Matheus Silva; Driemeier, Larissa
Source: Structures. Unidade: EP
Subjects: APRENDIZADO COMPUTACIONAL, REDES NEURAIS, MÉTODOS NUMÉRICOS DE OTIMIZAÇÃO, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
PEREIRA, Lucas Matheus Silva e DRIEMEIER, Larissa. Wasserstein generative adversarial networks for topology optimization. Structures, v. 67, p. Se 2024, 2024Tradução . . Disponível em: https://doi.org/10.1016/j.istruc.2024.106924. Acesso em: 12 fev. 2026.
APA
Pereira, L. M. S., & Driemeier, L. (2024). Wasserstein generative adversarial networks for topology optimization. Structures, 67, Se 2024. doi:10.1016/j.istruc.2024.106924
NLM
Pereira LMS, Driemeier L. Wasserstein generative adversarial networks for topology optimization [Internet]. Structures. 2024 ; 67 Se 2024.[citado 2026 fev. 12 ] Available from: https://doi.org/10.1016/j.istruc.2024.106924
Vancouver
Pereira LMS, Driemeier L. Wasserstein generative adversarial networks for topology optimization [Internet]. Structures. 2024 ; 67 Se 2024.[citado 2026 fev. 12 ] Available from: https://doi.org/10.1016/j.istruc.2024.106924
Artigo de periodico
A new non-gradient-based topology optimization algorithm with black–white density and manufacturability constraints (2023)
Goto, Tiago Gonçalves ; Najafabadi, Hossein Rostami ; Falheiro, Mizael dos Santos ; Moura, Rafael Traldi ; Driemeier, Larissa ; Barari, Ahmad ; Tsuzuki, Marcos de Sales Guerra ; Martins, Thiago de Castro
Source: Structures. Unidade: EP
Subjects: PROJETO MECÂNICO, PROCESSOS DE FABRICAÇÃO (ENGENHARIA MECÂNICA), MÉTODOS NUMÉRICOS DE OTIMIZAÇÃO, ALGORITMOS, MÉTODOS TOPOLÓGICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
GOTO, Tiago Gonçalves et al. A new non-gradient-based topology optimization algorithm with black–white density and manufacturability constraints. Structures, v. 47, n. Ja 2023, p. 1900-1911, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.istruc.2022.12.001. Acesso em: 12 fev. 2026.
APA
Goto, T. G., Najafabadi, H. R., Falheiro, M. dos S., Moura, R. T., Driemeier, L., Barari, A., et al. (2023). A new non-gradient-based topology optimization algorithm with black–white density and manufacturability constraints. Structures, 47( Ja 2023), 1900-1911. doi:10.1016/j.istruc.2022.12.001
NLM
Goto TG, Najafabadi HR, Falheiro M dos S, Moura RT, Driemeier L, Barari A, Tsuzuki M de SG, Martins T de C. A new non-gradient-based topology optimization algorithm with black–white density and manufacturability constraints [Internet]. Structures. 2023 ; 47( Ja 2023): 1900-1911.[citado 2026 fev. 12 ] Available from: https://doi.org/10.1016/j.istruc.2022.12.001
Vancouver
Goto TG, Najafabadi HR, Falheiro M dos S, Moura RT, Driemeier L, Barari A, Tsuzuki M de SG, Martins T de C. A new non-gradient-based topology optimization algorithm with black–white density and manufacturability constraints [Internet]. Structures. 2023 ; 47( Ja 2023): 1900-1911.[citado 2026 fev. 12 ] Available from: https://doi.org/10.1016/j.istruc.2022.12.001
Artigo de periodico
Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading (2023)
Beck, André Teófilo ; Stewart, Mark G
Source: Structures. Unidade: EESC
Subjects: EDIFÍCIOS, EXPLOSÃO (CRIME), TERRORISMO, ESTRUTURAS
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ABNT
BECK, André Teófilo e STEWART, Mark G. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading. Structures, v. 57, p. 1-20, 2023Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2023.105103. Acesso em: 12 fev. 2026.
APA
Beck, A. T., & Stewart, M. G. (2023). Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading. Structures, 57, 1-20. doi:10.1016/j.istruc.2023.105103
NLM
Beck AT, Stewart MG. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading [Internet]. Structures. 2023 ; 57 1-20.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105103
Vancouver
Beck AT, Stewart MG. Risk-based cost-benefit analysis of structural strengthening to mitigate disproportionate collapse of buildings under abnormal blast loading [Internet]. Structures. 2023 ; 57 1-20.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105103
Artigo de periodico
Comparison of risk-based robustness indices in progressive collapse analysis of building structures (2023)
Beck, André Teófilo ; Ribeiro, Lucas da Rosa; Costa, Luis Gustavo Lopes; Stewart, Mark G
Source: Structures. Unidade: EESC
Subjects: EDIFÍCIOS, PATOLOGIA DAS CONSTRUÇÕES, ESTRUTURAS
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ABNT
BECK, André Teófilo et al. Comparison of risk-based robustness indices in progressive collapse analysis of building structures. Structures, v. 57, p. 1-15, 2023Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2023.105295. Acesso em: 12 fev. 2026.
APA
Beck, A. T., Ribeiro, L. da R., Costa, L. G. L., & Stewart, M. G. (2023). Comparison of risk-based robustness indices in progressive collapse analysis of building structures. Structures, 57, 1-15. doi:10.1016/j.istruc.2023.105295
NLM
Beck AT, Ribeiro L da R, Costa LGL, Stewart MG. Comparison of risk-based robustness indices in progressive collapse analysis of building structures [Internet]. Structures. 2023 ; 57 1-15.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105295
Vancouver
Beck AT, Ribeiro L da R, Costa LGL, Stewart MG. Comparison of risk-based robustness indices in progressive collapse analysis of building structures [Internet]. Structures. 2023 ; 57 1-15.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.1016/j.istruc.2023.105295
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: 12 fev. 2026.
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 2026 fev. 12 ] 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 2026 fev. 12 ] Available from: https://doi.org/10.1016/j.istruc.2022.08.121
Artigo de periodico
Seismic design of bolted connections in steel structures: a critical assessment of practice and research (2022)
Ribeiro, Tiago; Bernardo, Luis; Carrazedo, Ricardo ; De Domenico, Dario
Source: Structures. Unidade: EESC
Subjects: ESTRUTURAS, SISMOLOGIA, AÇO, ESTRUTURAS
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ABNT
RIBEIRO, Tiago et al. Seismic design of bolted connections in steel structures: a critical assessment of practice and research. Structures, v. 12, p. 1-44, 2022Tradução . . Disponível em: http://dx.doi.org/10.3390/buildings12010032. Acesso em: 12 fev. 2026.
APA
Ribeiro, T., Bernardo, L., Carrazedo, R., & De Domenico, D. (2022). Seismic design of bolted connections in steel structures: a critical assessment of practice and research. Structures, 12, 1-44. doi:10.3390/buildings12010032
NLM
Ribeiro T, Bernardo L, Carrazedo R, De Domenico D. Seismic design of bolted connections in steel structures: a critical assessment of practice and research [Internet]. Structures. 2022 ; 12 1-44.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.3390/buildings12010032
Vancouver
Ribeiro T, Bernardo L, Carrazedo R, De Domenico D. Seismic design of bolted connections in steel structures: a critical assessment of practice and research [Internet]. Structures. 2022 ; 12 1-44.[citado 2026 fev. 12 ] Available from: http://dx.doi.org/10.3390/buildings12010032

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