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Artigo de periodico
Biocities with wood and bamboo: a path to low-carbon urbanization for greener societies (2026)
Araujo, Victor de ; Mascarenhas, Fernando ; Laleicke, Frederik ; Kutnar, Andreja ; Dias, Alfredo ; van de Kuilen, Jan ; Hubbe, Martin ; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Source: Renewable and Sustainable Energy Reviews. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
ARAUJO, Victor de et al. Biocities with wood and bamboo: a path to low-carbon urbanization for greener societies. Renewable and Sustainable Energy Reviews, v. 226, p. 1-10, 2026Tradução . . Disponível em: https://dx.doi.org/10.1016/j.rser.2025.116257. Acesso em: 03 jan. 2026.
APA
Araujo, V. de, Mascarenhas, F., Laleicke, F., Kutnar, A., Dias, A., van de Kuilen, J., et al. (2026). Biocities with wood and bamboo: a path to low-carbon urbanization for greener societies. Renewable and Sustainable Energy Reviews, 226, 1-10. doi:10.1016/j.rser.2025.116257
NLM
Araujo V de, Mascarenhas F, Laleicke F, Kutnar A, Dias A, van de Kuilen J, Hubbe M, Lahr FAR, Christoforo AL. Biocities with wood and bamboo: a path to low-carbon urbanization for greener societies [Internet]. Renewable and Sustainable Energy Reviews. 2026 ; 226 1-10.[citado 2026 jan. 03 ] Available from: https://dx.doi.org/10.1016/j.rser.2025.116257
Vancouver
Araujo V de, Mascarenhas F, Laleicke F, Kutnar A, Dias A, van de Kuilen J, Hubbe M, Lahr FAR, Christoforo AL. Biocities with wood and bamboo: a path to low-carbon urbanization for greener societies [Internet]. Renewable and Sustainable Energy Reviews. 2026 ; 226 1-10.[citado 2026 jan. 03 ] Available from: https://dx.doi.org/10.1016/j.rser.2025.116257
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: 03 jan. 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 jan. 03 ] 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 jan. 03 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.121744
Artigo de periodico
A position-based FEM approach for modeling mixed-mode cracks in concrete (2026)
Bomfim, Danilo Silva ; Coda, Humberto Breves ; Paccola, Rodrigo Ribeiro
Source: International Journal of Fracture. Unidade: EESC
Subjects: CONCRETO, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
BOMFIM, Danilo Silva e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. A position-based FEM approach for modeling mixed-mode cracks in concrete. International Journal of Fracture, v. 250, p. 1-22, 2026Tradução . . Disponível em: http://dx.doi.org/10.1007/s10704-025-00899-3. Acesso em: 03 jan. 2026.
APA
Bomfim, D. S., Coda, H. B., & Paccola, R. R. (2026). A position-based FEM approach for modeling mixed-mode cracks in concrete. International Journal of Fracture, 250, 1-22. doi:10.1007/s10704-025-00899-3
NLM
Bomfim DS, Coda HB, Paccola RR. A position-based FEM approach for modeling mixed-mode cracks in concrete [Internet]. International Journal of Fracture. 2026 ; 250 1-22.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1007/s10704-025-00899-3
Vancouver
Bomfim DS, Coda HB, Paccola RR. A position-based FEM approach for modeling mixed-mode cracks in concrete [Internet]. International Journal of Fracture. 2026 ; 250 1-22.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1007/s10704-025-00899-3
Artigo de periodico
Stacking-ensemble ANN model to predict the carbonation depth of concrete structures exposed to natural degradation environments (2025)
Lavinicki, Breno de Melo; Cândido, Renan Alves; Carrazedo, Rogério ; Possan, Edna ; Felix, Emerson Felipe
Source: Construction and Building Materials. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
LAVINICKI, Breno de Melo et al. Stacking-ensemble ANN model to predict the carbonation depth of concrete structures exposed to natural degradation environments. Construction and Building Materials, v. 495, p. 1-21, 2025Tradução . . Disponível em: https://dx.doi.org/10.1016/j.conbuildmat.2025.143522. Acesso em: 03 jan. 2026.
APA
Lavinicki, B. de M., Cândido, R. A., Carrazedo, R., Possan, E., & Felix, E. F. (2025). Stacking-ensemble ANN model to predict the carbonation depth of concrete structures exposed to natural degradation environments. Construction and Building Materials, 495, 1-21. doi:10.1016/j.conbuildmat.2025.143522
NLM
Lavinicki B de M, Cândido RA, Carrazedo R, Possan E, Felix EF. Stacking-ensemble ANN model to predict the carbonation depth of concrete structures exposed to natural degradation environments [Internet]. Construction and Building Materials. 2025 ; 495 1-21.[citado 2026 jan. 03 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2025.143522
Vancouver
Lavinicki B de M, Cândido RA, Carrazedo R, Possan E, Felix EF. Stacking-ensemble ANN model to predict the carbonation depth of concrete structures exposed to natural degradation environments [Internet]. Construction and Building Materials. 2025 ; 495 1-21.[citado 2026 jan. 03 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2025.143522
Artigo de periodico
Estimation of the bending stiffness of eucalyptus Glued-Laminated Timber beams (2025)
Gomes, N. B.; Molina, Julio Cesar; Menezes, Isabella Silva; Fraga, Iuri Fazolin; Christoforo, André Luis
Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC
Subjects: MADEIRA, EUCALIPTO, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS
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ABNT
GOMES, N. B. et al. Estimation of the bending stiffness of eucalyptus Glued-Laminated Timber beams. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 47, p. 1-11, 2025Tradução . . Disponível em: http://dx.doi.org/10.1007/s40430-025-05954-7. Acesso em: 03 jan. 2026.
APA
Gomes, N. B., Molina, J. C., Menezes, I. S., Fraga, I. F., & Christoforo, A. L. (2025). Estimation of the bending stiffness of eucalyptus Glued-Laminated Timber beams. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 47, 1-11. doi:10.1007/s40430-025-05954-7
NLM
Gomes NB, Molina JC, Menezes IS, Fraga IF, Christoforo AL. Estimation of the bending stiffness of eucalyptus Glued-Laminated Timber beams [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2025 ; 47 1-11.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1007/s40430-025-05954-7
Vancouver
Gomes NB, Molina JC, Menezes IS, Fraga IF, Christoforo AL. Estimation of the bending stiffness of eucalyptus Glued-Laminated Timber beams [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2025 ; 47 1-11.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1007/s40430-025-05954-7
Artigo de periodico
A monolithic PFEM-FEM approach for fluid–structure interaction with structural contact: applications in engineering and biomechanics (2025)
Moreira, Darcy Hannah Falcão Rangel; Avancini, Giovane; Sanches, Rodolfo André Kuche
Source: Computational Particle Mechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, INTERAÇÃO FLUIDO-ESTRUTURA, ESTRUTURAS
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ABNT
MOREIRA, Darcy Hannah Falcão Rangel e AVANCINI, Giovane e SANCHES, Rodolfo André Kuche. A monolithic PFEM-FEM approach for fluid–structure interaction with structural contact: applications in engineering and biomechanics. Computational Particle Mechanics, p. 1-25, 2025Tradução . . Disponível em: https://dx.doi.org/10.1007/s40571-025-01081-1. Acesso em: 03 jan. 2026.
APA
Moreira, D. H. F. R., Avancini, G., & Sanches, R. A. K. (2025). A monolithic PFEM-FEM approach for fluid–structure interaction with structural contact: applications in engineering and biomechanics. Computational Particle Mechanics, 1-25. doi:10.1007/s40571-025-01081-1
NLM
Moreira DHFR, Avancini G, Sanches RAK. A monolithic PFEM-FEM approach for fluid–structure interaction with structural contact: applications in engineering and biomechanics [Internet]. Computational Particle Mechanics. 2025 ; 1-25.[citado 2026 jan. 03 ] Available from: https://dx.doi.org/10.1007/s40571-025-01081-1
Vancouver
Moreira DHFR, Avancini G, Sanches RAK. A monolithic PFEM-FEM approach for fluid–structure interaction with structural contact: applications in engineering and biomechanics [Internet]. Computational Particle Mechanics. 2025 ; 1-25.[citado 2026 jan. 03 ] Available from: https://dx.doi.org/10.1007/s40571-025-01081-1
Artigo de periodico
Challenges in artisanal small-scale gold mining: perspectives and transformations to sustainability along BR-163 in Brazil (2025)
Araújo, Carlos Henrique Xavier ; Ullah, Irfan ; De Tomi, Giorgio Francesco Cesare
Source: Journal of Sustainable Mining. Unidade: EP
Subjects: SUSTENTABILIDADE, MINERAÇÃO, RASTREAMENTO, ESTRUTURAS
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ABNT
ARAÚJO, Carlos Henrique Xavier e ULLAH, Irfan e DE TOMI, Giorgio Francesco Cesare. Challenges in artisanal small-scale gold mining: perspectives and transformations to sustainability along BR-163 in Brazil. Journal of Sustainable Mining, v. 24, n. 2, p. 15, 2025Tradução . . Disponível em: https://doi.org/10.46873/2300-3960.1458. Acesso em: 03 jan. 2026.
APA
Araújo, C. H. X., Ullah, I., & De Tomi, G. F. C. (2025). Challenges in artisanal small-scale gold mining: perspectives and transformations to sustainability along BR-163 in Brazil. Journal of Sustainable Mining, 24( 2), 15. doi:https://doi.org/10.46873/2300-3960.1458
NLM
Araújo CHX, Ullah I, De Tomi GFC. Challenges in artisanal small-scale gold mining: perspectives and transformations to sustainability along BR-163 in Brazil [Internet]. Journal of Sustainable Mining. 2025 ; 24( 2): 15.[citado 2026 jan. 03 ] Available from: https://doi.org/10.46873/2300-3960.1458
Vancouver
Araújo CHX, Ullah I, De Tomi GFC. Challenges in artisanal small-scale gold mining: perspectives and transformations to sustainability along BR-163 in Brazil [Internet]. Journal of Sustainable Mining. 2025 ; 24( 2): 15.[citado 2026 jan. 03 ] Available from: https://doi.org/10.46873/2300-3960.1458
Artigo de periodico
The failure prediction of reinforced composite quasi-brittle structures by an improved version of the extended lumped damage approach (2025)
Teles, Daniel Victor da Cunha; Amorim, David Leonardo Nascimento de Figueiredo; Leonel, Edson Denner
Source: International Journal for Numerical Methods in Engineering. Unidade: EESC
Subjects: MECÂNICA DO DANO, MÉTODO DOS ELEMENTOS FINITOS, MATERIAIS COMPÓSITOS, ESTRUTURAS
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ABNT
TELES, Daniel Victor da Cunha e AMORIM, David Leonardo Nascimento de Figueiredo e LEONEL, Edson Denner. The failure prediction of reinforced composite quasi-brittle structures by an improved version of the extended lumped damage approach. International Journal for Numerical Methods in Engineering, v. 126, p. 1-18, 2025Tradução . . Disponível em: http://dx.doi.org/10.1002/nme.70006. Acesso em: 03 jan. 2026.
APA
Teles, D. V. da C., Amorim, D. L. N. de F., & Leonel, E. D. (2025). The failure prediction of reinforced composite quasi-brittle structures by an improved version of the extended lumped damage approach. International Journal for Numerical Methods in Engineering, 126, 1-18. doi:10.1002/nme.70006
NLM
Teles DV da C, Amorim DLN de F, Leonel ED. The failure prediction of reinforced composite quasi-brittle structures by an improved version of the extended lumped damage approach [Internet]. International Journal for Numerical Methods in Engineering. 2025 ; 126 1-18.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1002/nme.70006
Vancouver
Teles DV da C, Amorim DLN de F, Leonel ED. The failure prediction of reinforced composite quasi-brittle structures by an improved version of the extended lumped damage approach [Internet]. International Journal for Numerical Methods in Engineering. 2025 ; 126 1-18.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1002/nme.70006
Artigo de periodico
Damage-based fragility analysis of steel tubular-truss structures in harsh environments (2025)
Montilla, Scarlet K. ; Bosse, Rúbia Mara ; Lian, Ming Tang; Gidrão, Gustavo de Miranda Saleme; Yongtao, Bai; Picón, Ricardo A; Beck, André Teófilo ; Floréz-López, Julio
Source: International Journal of Mechanical Sciences. Unidade: EESC
Subjects: ESTRUTURAS, TRELIÇAS, CORROSÃO
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ABNT
MONTILLA, Scarlet K. et al. Damage-based fragility analysis of steel tubular-truss structures in harsh environments. International Journal of Mechanical Sciences, v. 304, p. 1-19, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijmecsci.2025.110688. Acesso em: 03 jan. 2026.
APA
Montilla, S. K., Bosse, R. M., Lian, M. T., Gidrão, G. de M. S., Yongtao, B., Picón, R. A., et al. (2025). Damage-based fragility analysis of steel tubular-truss structures in harsh environments. International Journal of Mechanical Sciences, 304, 1-19. doi:10.1016/j.ijmecsci.2025.110688
NLM
Montilla SK, Bosse RM, Lian MT, Gidrão G de MS, Yongtao B, Picón RA, Beck AT, Floréz-López J. Damage-based fragility analysis of steel tubular-truss structures in harsh environments [Internet]. International Journal of Mechanical Sciences. 2025 ; 304 1-19.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1016/j.ijmecsci.2025.110688
Vancouver
Montilla SK, Bosse RM, Lian MT, Gidrão G de MS, Yongtao B, Picón RA, Beck AT, Floréz-López J. Damage-based fragility analysis of steel tubular-truss structures in harsh environments [Internet]. International Journal of Mechanical Sciences. 2025 ; 304 1-19.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1016/j.ijmecsci.2025.110688
Artigo de periodico
Analysis of a novel 3D-printed mechanical metamaterial with tension-induced undulation: experimental and numerical investigations (2025)
Santos, Wanderson Ferreira dos ; Rodrigues, Alina de Souza Leão ; Lopes, Igor A. Rodrigues ; Pires, Francisco M. Andrade; Proença, Sérgio Persival Baroncini ; Silveira, Zilda de Castro
Source: International Journal of Solids and Structures. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
SANTOS, Wanderson Ferreira dos et al. Analysis of a novel 3D-printed mechanical metamaterial with tension-induced undulation: experimental and numerical investigations. International Journal of Solids and Structures, v. 317, p. 1-22, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijsolstr.2025.113402. Acesso em: 03 jan. 2026.
APA
Santos, W. F. dos, Rodrigues, A. de S. L., Lopes, I. A. R., Pires, F. M. A., Proença, S. P. B., & Silveira, Z. de C. (2025). Analysis of a novel 3D-printed mechanical metamaterial with tension-induced undulation: experimental and numerical investigations. International Journal of Solids and Structures, 317, 1-22. doi:10.1016/j.ijsolstr.2025.113402
NLM
Santos WF dos, Rodrigues A de SL, Lopes IAR, Pires FMA, Proença SPB, Silveira Z de C. Analysis of a novel 3D-printed mechanical metamaterial with tension-induced undulation: experimental and numerical investigations [Internet]. International Journal of Solids and Structures. 2025 ; 317 1-22.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2025.113402
Vancouver
Santos WF dos, Rodrigues A de SL, Lopes IAR, Pires FMA, Proença SPB, Silveira Z de C. Analysis of a novel 3D-printed mechanical metamaterial with tension-induced undulation: experimental and numerical investigations [Internet]. International Journal of Solids and Structures. 2025 ; 317 1-22.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2025.113402
Artigo de periodico
Optimization of ultrasonic tomography in concrete using non-linear paths through bio-inspired algorithms (2025)
Giglio, Vinícius Moura; Haach, Vladimir Guilherme
Source: NDT&E International. Unidade: EESC
Subjects: ULTRASSOM, TOMOGRAFIA, ALGORITMOS GENÉTICOS, CONCRETO, FALHA, ESTRUTURAS
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ABNT
GIGLIO, Vinícius Moura e HAACH, Vladimir Guilherme. Optimization of ultrasonic tomography in concrete using non-linear paths through bio-inspired algorithms. NDT&E International, v. 152, p. 1-15, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ndteint.2025.103324. Acesso em: 03 jan. 2026.
APA
Giglio, V. M., & Haach, V. G. (2025). Optimization of ultrasonic tomography in concrete using non-linear paths through bio-inspired algorithms. NDT&E International, 152, 1-15. doi:10.1016/j.ndteint.2025.103324
NLM
Giglio VM, Haach VG. Optimization of ultrasonic tomography in concrete using non-linear paths through bio-inspired algorithms [Internet]. NDT&E International. 2025 ; 152 1-15.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1016/j.ndteint.2025.103324
Vancouver
Giglio VM, Haach VG. Optimization of ultrasonic tomography in concrete using non-linear paths through bio-inspired algorithms [Internet]. NDT&E International. 2025 ; 152 1-15.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1016/j.ndteint.2025.103324
Trabalho de evento
Reliability assessment of a 5-metre railway steel bridge: a case study (2025)
Faria, Caroline Correa de; Bittencourt, Túlio Nogueira ; Guirard, Daniel M; Beck, André Teófilo
Source: Proceedings. Conference titles: International fib Symposium on the Conceptual Design of Structures. Unidades: EESC, EP
Subjects: ESTRUTURAS DE AÇO, PONTES FERROVIÁRIAS, MÉTODO DE MONTE CARLO, SEGURANÇA ESTRUTURAL, ESTRUTURAS
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ABNT
FARIA, Caroline Correa de et al. Reliability assessment of a 5-metre railway steel bridge: a case study. 2025, Anais.. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2025. Disponível em: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf. Acesso em: 03 jan. 2026.
APA
Faria, C. C. de, Bittencourt, T. N., Guirard, D. M., & Beck, A. T. (2025). Reliability assessment of a 5-metre railway steel bridge: a case study. In Proceedings. Lausanne, Switzerland: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf
NLM
Faria CC de, Bittencourt TN, Guirard DM, Beck AT. Reliability assessment of a 5-metre railway steel bridge: a case study [Internet]. Proceedings. 2025 ;[citado 2026 jan. 03 ] Available from: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf
Vancouver
Faria CC de, Bittencourt TN, Guirard DM, Beck AT. Reliability assessment of a 5-metre railway steel bridge: a case study [Internet]. Proceedings. 2025 ;[citado 2026 jan. 03 ] Available from: https://repositorio.usp.br/directbitstream/609b8549-952a-40b4-ae95-f152bf5eef19/67d71a5b-7308-4b7f-b550-7a7c0ae60e2b-fib2025paperreliability-assessment-of-a-railway-steel-bridgepdf.pdf
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: 03 jan. 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 jan. 03 ] 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 jan. 03 ] Available from: http://dx.doi.org/10.1016/j.istruc.2025.109798
Artigo de periodico
Wood-based columns reinforced with fiber-reinforced polymer: a systematic literature review (2025)
Jardim, Pedro Ignacio Lima Gadêlha ; Santos, Herisson Ferreira dos ; Mattias, Lucas Willian Aguiar ; De Araujo, Victor A ; Molina, Julio Cesar ; Christoforo, André Luis
Source: BioResources. Unidade: EESC
Subjects: POLÍMEROS (MATERIAIS), MATERIAIS COMPÓSITOS DE FIBRAS, COLUNAS, COLUNAS, ESTRUTURAS
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ABNT
JARDIM, Pedro Ignacio Lima Gadêlha et al. Wood-based columns reinforced with fiber-reinforced polymer: a systematic literature review. BioResources, v. 20, n. 1, p. 2293-2303, 2025Tradução . . Disponível em: http://dx.doi.org/10.15376/biores.20.1.2293-2303. Acesso em: 03 jan. 2026.
APA
Jardim, P. I. L. G., Santos, H. F. dos, Mattias, L. W. A., De Araujo, V. A., Molina, J. C., & Christoforo, A. L. (2025). Wood-based columns reinforced with fiber-reinforced polymer: a systematic literature review. BioResources, 20( 1), 2293-2303. doi:10.15376/biores.20.1.2293-2303
NLM
Jardim PILG, Santos HF dos, Mattias LWA, De Araujo VA, Molina JC, Christoforo AL. Wood-based columns reinforced with fiber-reinforced polymer: a systematic literature review [Internet]. BioResources. 2025 ; 20( 1): 2293-2303.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.15376/biores.20.1.2293-2303
Vancouver
Jardim PILG, Santos HF dos, Mattias LWA, De Araujo VA, Molina JC, Christoforo AL. Wood-based columns reinforced with fiber-reinforced polymer: a systematic literature review [Internet]. BioResources. 2025 ; 20( 1): 2293-2303.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.15376/biores.20.1.2293-2303
Artigo de periodico
Fatigue growth modelling of three-dimensional cracks with the extended isogeometric boundary element method (2025)
Rocha, Matheus ; Trevelyan, John ; Leonel, Edson Denner
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ROCHA, Matheus e TREVELYAN, John e LEONEL, Edson Denner. Fatigue growth modelling of three-dimensional cracks with the extended isogeometric boundary element method. Engineering Analysis with Boundary Elements, v. 177, p. 1-24, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.enganabound.2025.106263. Acesso em: 03 jan. 2026.
APA
Rocha, M., Trevelyan, J., & Leonel, E. D. (2025). Fatigue growth modelling of three-dimensional cracks with the extended isogeometric boundary element method. Engineering Analysis with Boundary Elements, 177, 1-24. doi:10.1016/j.enganabound.2025.106263
NLM
Rocha M, Trevelyan J, Leonel ED. Fatigue growth modelling of three-dimensional cracks with the extended isogeometric boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2025 ; 177 1-24.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2025.106263
Vancouver
Rocha M, Trevelyan J, Leonel ED. Fatigue growth modelling of three-dimensional cracks with the extended isogeometric boundary element method [Internet]. Engineering Analysis with Boundary Elements. 2025 ; 177 1-24.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2025.106263
Artigo de periodico
Dynamic testing and fnite element model updating for a viaduct structural assessment (2025)
Oliveira, José G. P. ; Moura, Julia Maria de França ; Mota, Vinicius dos S. ; Nascimento Filho, Sergiomar Israel do; Gaspar, Cassio M. R. ; Sotelino, Elisa D. ; Carrazedo, Ricardo
Source: Journal of Civil Structural Health Monitoring. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, VIADUTOS, CONCRETO ARMADO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, José G. P. et al. Dynamic testing and fnite element model updating for a viaduct structural assessment. Journal of Civil Structural Health Monitoring, p. 1-19, 2025Tradução . . Disponível em: http://dx.doi.org/10.1007/s13349-025-00940-y. Acesso em: 03 jan. 2026.
APA
Oliveira, J. G. P., Moura, J. M. de F., Mota, V. dos S., Nascimento Filho, S. I. do, Gaspar, C. M. R., Sotelino, E. D., & Carrazedo, R. (2025). Dynamic testing and fnite element model updating for a viaduct structural assessment. Journal of Civil Structural Health Monitoring, 1-19. doi:10.1007/s13349-025-00940-y
NLM
Oliveira JGP, Moura JM de F, Mota V dos S, Nascimento Filho SI do, Gaspar CMR, Sotelino ED, Carrazedo R. Dynamic testing and fnite element model updating for a viaduct structural assessment [Internet]. Journal of Civil Structural Health Monitoring. 2025 ; 1-19.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1007/s13349-025-00940-y
Vancouver
Oliveira JGP, Moura JM de F, Mota V dos S, Nascimento Filho SI do, Gaspar CMR, Sotelino ED, Carrazedo R. Dynamic testing and fnite element model updating for a viaduct structural assessment [Internet]. Journal of Civil Structural Health Monitoring. 2025 ; 1-19.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1007/s13349-025-00940-y
Trabalho de evento
Shear strength and stiffness of CLT specimens with different species-adhesives combinations (2025)
Molina, Julio Cesar ; Silva, João Vitor Felippe; Calil Júnior, Carlito
Source: Proceedings. Conference titles: World Conference on Timber Engineering - WCTE. Unidade: EESC
Subjects: MATERIAIS COMPÓSITOS, ESTRUTURAS DE MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MOLINA, Julio Cesar e SILVA, João Vitor Felippe e CALIL JÚNIOR, Carlito. Shear strength and stiffness of CLT specimens with different species-adhesives combinations. 2025, Anais.. Brisbane, Australia: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2025. Disponível em: http://dx.doi.org/10.52202/080513-0668. Acesso em: 03 jan. 2026.
APA
Molina, J. C., Silva, J. V. F., & Calil Júnior, C. (2025). Shear strength and stiffness of CLT specimens with different species-adhesives combinations. In Proceedings. Brisbane, Australia: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/080513-0668
NLM
Molina JC, Silva JVF, Calil Júnior C. Shear strength and stiffness of CLT specimens with different species-adhesives combinations [Internet]. Proceedings. 2025 ;[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.52202/080513-0668
Vancouver
Molina JC, Silva JVF, Calil Júnior C. Shear strength and stiffness of CLT specimens with different species-adhesives combinations [Internet]. Proceedings. 2025 ;[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.52202/080513-0668
Artigo de periodico
Estimation of longitudinal and transverse elastic moduli of native Brazilian woods by static bending tests (2025)
Aguiar, Fabricio da Silva ; Silva, Guilherme dos Santos ; Santos, Herisson Ferreira dos ; Reis, Elvys Dias ; Lahr, Francisco Antonio Rocco ; Christoforo, André Luis
Source: BioResources. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AGUIAR, Fabricio da Silva et al. Estimation of longitudinal and transverse elastic moduli of native Brazilian woods by static bending tests. BioResources, v. 20, n. 3, p. 6680-6691, 2025Tradução . . Disponível em: http://dx.doi.org/10.15376/biores.20.3.6680-6691. Acesso em: 03 jan. 2026.
APA
Aguiar, F. da S., Silva, G. dos S., Santos, H. F. dos, Reis, E. D., Lahr, F. A. R., & Christoforo, A. L. (2025). Estimation of longitudinal and transverse elastic moduli of native Brazilian woods by static bending tests. BioResources, 20( 3), 6680-6691. doi:10.15376/biores.20.3.6680-6691
NLM
Aguiar F da S, Silva G dos S, Santos HF dos, Reis ED, Lahr FAR, Christoforo AL. Estimation of longitudinal and transverse elastic moduli of native Brazilian woods by static bending tests [Internet]. BioResources. 2025 ; 20( 3): 6680-6691.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.15376/biores.20.3.6680-6691
Vancouver
Aguiar F da S, Silva G dos S, Santos HF dos, Reis ED, Lahr FAR, Christoforo AL. Estimation of longitudinal and transverse elastic moduli of native Brazilian woods by static bending tests [Internet]. BioResources. 2025 ; 20( 3): 6680-6691.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.15376/biores.20.3.6680-6691
Artigo de periodico
Effect of high temperatures on ultrahigh-performance concrete with glass powder (2025)
Oliveira Junior, Adalberto de; Alves, Lorayne Cristina da Silva; Castro, Alessandra Lorenzetti de ; Ferreira, Fernanda Giannotti da Silva
Source: Journal of Materials in Civil Engineering. Unidade: EESC
Assunto: ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA JUNIOR, Adalberto de et al. Effect of high temperatures on ultrahigh-performance concrete with glass powder. Journal of Materials in Civil Engineering, v. 37, n. 11, p. 1-16, 2025Tradução . . Disponível em: http://dx.doi.org/10.1061/JMCEE7.MTENG-20566. Acesso em: 03 jan. 2026.
APA
Oliveira Junior, A. de, Alves, L. C. da S., Castro, A. L. de, & Ferreira, F. G. da S. (2025). Effect of high temperatures on ultrahigh-performance concrete with glass powder. Journal of Materials in Civil Engineering, 37( 11), 1-16. doi:10.1061/JMCEE7.MTENG-20566
NLM
Oliveira Junior A de, Alves LC da S, Castro AL de, Ferreira FG da S. Effect of high temperatures on ultrahigh-performance concrete with glass powder [Internet]. Journal of Materials in Civil Engineering. 2025 ; 37( 11): 1-16.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1061/JMCEE7.MTENG-20566
Vancouver
Oliveira Junior A de, Alves LC da S, Castro AL de, Ferreira FG da S. Effect of high temperatures on ultrahigh-performance concrete with glass powder [Internet]. Journal of Materials in Civil Engineering. 2025 ; 37( 11): 1-16.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1061/JMCEE7.MTENG-20566
Artigo de periodico
Evaluation of the characteristic values of mechanical properties in five tropical wood species using different statistical methods (2025)
Kuniyoshi, José Ricardo Gabriel ; Souza, Clara Gaspar Fossi de ; Christoforo, André Luis ; Lahr, Francisco Antonio Rocco
Source: Revista Matéria. Unidade: EESC
Subjects: ESTATÍSTICA, ESTRUTURAS DE MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
KUNIYOSHI, José Ricardo Gabriel et al. Evaluation of the characteristic values of mechanical properties in five tropical wood species using different statistical methods. Revista Matéria, v. 30, p. 1-12, 2025Tradução . . Disponível em: http://dx.doi.org/10.1590/1517-7076-RMAT-2025-0309. Acesso em: 03 jan. 2026.
APA
Kuniyoshi, J. R. G., Souza, C. G. F. de, Christoforo, A. L., & Lahr, F. A. R. (2025). Evaluation of the characteristic values of mechanical properties in five tropical wood species using different statistical methods. Revista Matéria, 30, 1-12. doi:10.1590/1517-7076-RMAT-2025-0309
NLM
Kuniyoshi JRG, Souza CGF de, Christoforo AL, Lahr FAR. Evaluation of the characteristic values of mechanical properties in five tropical wood species using different statistical methods [Internet]. Revista Matéria. 2025 ; 30 1-12.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1590/1517-7076-RMAT-2025-0309
Vancouver
Kuniyoshi JRG, Souza CGF de, Christoforo AL, Lahr FAR. Evaluation of the characteristic values of mechanical properties in five tropical wood species using different statistical methods [Internet]. Revista Matéria. 2025 ; 30 1-12.[citado 2026 jan. 03 ] Available from: http://dx.doi.org/10.1590/1517-7076-RMAT-2025-0309

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