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Artigo de periodico
Assessment of the bonding quality of Toona ciliata (Australian cedar) lamellas for glulam beams produced with different adhesives and surface finishes (2025)
Oliveira, Karina Aparecida de; Jardim, Pedro Ignacio Lima Gadêlha; Oliveira, Carolina Aparecida Barros; Rodrigues, Edson Fernando Castanheira ; Christoforo, André Luis ; Molina, Julio Cesar
Source: International Journal of Adhesion and Adhesives. Unidade: EESC
Subjects: MATERIAIS COMPÓSITOS POLIMÉRICOS, CISALHAMENTO, RESISTÊNCIA DOS MATERIAIS, VIGAS, MADEIRA
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ABNT
OLIVEIRA, Karina Aparecida de et al. Assessment of the bonding quality of Toona ciliata (Australian cedar) lamellas for glulam beams produced with different adhesives and surface finishes. International Journal of Adhesion and Adhesives, v. 138, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijadhadh.2024.103887. Acesso em: 02 ago. 2025.
APA
Oliveira, K. A. de, Jardim, P. I. L. G., Oliveira, C. A. B., Rodrigues, E. F. C., Christoforo, A. L., & Molina, J. C. (2025). Assessment of the bonding quality of Toona ciliata (Australian cedar) lamellas for glulam beams produced with different adhesives and surface finishes. International Journal of Adhesion and Adhesives, 138. doi:10.1016/j.ijadhadh.2024.103887
NLM
Oliveira KA de, Jardim PILG, Oliveira CAB, Rodrigues EFC, Christoforo AL, Molina JC. Assessment of the bonding quality of Toona ciliata (Australian cedar) lamellas for glulam beams produced with different adhesives and surface finishes [Internet]. International Journal of Adhesion and Adhesives. 2025 ; 138[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.ijadhadh.2024.103887
Vancouver
Oliveira KA de, Jardim PILG, Oliveira CAB, Rodrigues EFC, Christoforo AL, Molina JC. Assessment of the bonding quality of Toona ciliata (Australian cedar) lamellas for glulam beams produced with different adhesives and surface finishes [Internet]. International Journal of Adhesion and Adhesives. 2025 ; 138[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.ijadhadh.2024.103887
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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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: 02 ago. 2025.
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 2025 ago. 02 ] 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 2025 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.ndteint.2025.103324
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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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: 02 ago. 2025.
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 2025 ago. 02 ] 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 2025 ago. 02 ] Available from: http://dx.doi.org/10.15376/biores.20.1.2293-2303
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
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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: 02 ago. 2025.
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 2025 ago. 02 ] 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 2025 ago. 02 ] Available from: http://dx.doi.org/10.1007/s13349-025-00940-y
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: 02 ago. 2025.
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 2025 ago. 02 ] 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 2025 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.istruc.2025.108334
Artigo de periodico
Analysis of band structures using x(k)- and k(x)-approaches for two-dimensionaltruss metamaterials under residual strain and variations in mass distribution (2025)
Fiorini, Guilherme Arruda; García Sánchez, Jesus Antonio; Ramírez, Carolina Q.; Paccola, Rodrigo Ribeiro
Source: Mechanics of Advanced Materials and Structures. Unidade: EESC
Subjects: TENSÃO RESIDUAL, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
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ABNT
FIORINI, Guilherme Arruda et al. Analysis of band structures using x(k)- and k(x)-approaches for two-dimensionaltruss metamaterials under residual strain and variations in mass distribution. Mechanics of Advanced Materials and Structures, p. 1-18, 2025Tradução . . Disponível em: https://dx.doi.org/10.1080/15376494.2024.2440811. Acesso em: 02 ago. 2025.
APA
Fiorini, G. A., García Sánchez, J. A., Ramírez, C. Q., & Paccola, R. R. (2025). Analysis of band structures using x(k)- and k(x)-approaches for two-dimensionaltruss metamaterials under residual strain and variations in mass distribution. Mechanics of Advanced Materials and Structures, 1-18. doi:10.1080/15376494.2024.2440811
NLM
Fiorini GA, García Sánchez JA, Ramírez CQ, Paccola RR. Analysis of band structures using x(k)- and k(x)-approaches for two-dimensionaltruss metamaterials under residual strain and variations in mass distribution [Internet]. Mechanics of Advanced Materials and Structures. 2025 ; 1-18.[citado 2025 ago. 02 ] Available from: https://dx.doi.org/10.1080/15376494.2024.2440811
Vancouver
Fiorini GA, García Sánchez JA, Ramírez CQ, Paccola RR. Analysis of band structures using x(k)- and k(x)-approaches for two-dimensionaltruss metamaterials under residual strain and variations in mass distribution [Internet]. Mechanics of Advanced Materials and Structures. 2025 ; 1-18.[citado 2025 ago. 02 ] Available from: https://dx.doi.org/10.1080/15376494.2024.2440811
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: 02 ago. 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 ago. 02 ] 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 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102381
Artigo de periodico
An asymptotic thin-plate theory derived from state-based peridynamics (2025)
Aguiar, Adair Roberto ; Rehm, Luc; Steigmann, David; Taylor, Michael
Source: Journal of Peridynamics and Nonlocal Modeling. Unidade: EESC
Subjects: ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS
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ABNT
AGUIAR, Adair Roberto et al. An asymptotic thin-plate theory derived from state-based peridynamics. Journal of Peridynamics and Nonlocal Modeling, v. 7, n. 1, p. 1-28, 2025Tradução . . Disponível em: http://dx.doi.org/10.1007/s42102-025-00126-6. Acesso em: 02 ago. 2025.
APA
Aguiar, A. R., Rehm, L., Steigmann, D., & Taylor, M. (2025). An asymptotic thin-plate theory derived from state-based peridynamics. Journal of Peridynamics and Nonlocal Modeling, 7( 1), 1-28. doi:10.1007/s42102-025-00126-6
NLM
Aguiar AR, Rehm L, Steigmann D, Taylor M. An asymptotic thin-plate theory derived from state-based peridynamics [Internet]. Journal of Peridynamics and Nonlocal Modeling. 2025 ; 7( 1): 1-28.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1007/s42102-025-00126-6
Vancouver
Aguiar AR, Rehm L, Steigmann D, Taylor M. An asymptotic thin-plate theory derived from state-based peridynamics [Internet]. Journal of Peridynamics and Nonlocal Modeling. 2025 ; 7( 1): 1-28.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1007/s42102-025-00126-6
Artigo de periodico
The influence of cracks on the corrosion initiation time caused by chloride diffusion in concrete structures using the Boundary Element Method (2025)
Souza, Vinicius de Barros; Leonel, Edson Denner
Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, MÉTODO DOS ELEMENTOS FINITOS, CORROSÃO, ESTRUTURAS
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ABNT
SOUZA, Vinicius de Barros e LEONEL, Edson Denner. The influence of cracks on the corrosion initiation time caused by chloride diffusion in concrete structures using the Boundary Element Method. Revista IBRACON de Estruturas e Materiais, v. 18, n. 1, p. 1-19, 2025Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952025000800008. Acesso em: 02 ago. 2025.
APA
Souza, V. de B., & Leonel, E. D. (2025). The influence of cracks on the corrosion initiation time caused by chloride diffusion in concrete structures using the Boundary Element Method. Revista IBRACON de Estruturas e Materiais, 18( 1), 1-19. doi:10.1590/S1983-41952025000800008
NLM
Souza V de B, Leonel ED. The influence of cracks on the corrosion initiation time caused by chloride diffusion in concrete structures using the Boundary Element Method [Internet]. Revista IBRACON de Estruturas e Materiais. 2025 ; 18( 1): 1-19.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1590/S1983-41952025000800008
Vancouver
Souza V de B, Leonel ED. The influence of cracks on the corrosion initiation time caused by chloride diffusion in concrete structures using the Boundary Element Method [Internet]. Revista IBRACON de Estruturas e Materiais. 2025 ; 18( 1): 1-19.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1590/S1983-41952025000800008
Artigo de periodico
Formulation for the matrix analysis of frame structures including fracture mechanics concepts: applications in tunnel linings and airplane fuselage panels (2025)
Amorim, David Leonardo Nascimento de Figueiredo ; Proenca, Sérgio Persival Baroncini ; Floréz-López, Julio
Source: International Journal of Damage Mechanics. Unidade: EESC
Subjects: MECÂNICA DO DANO, FUSELAGEM DE AERONAVES, ESTRUTURAS OFFSHORE, FADIGA DE AERONAVES, ESTRUTURAS
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ABNT
AMORIM, David Leonardo Nascimento de Figueiredo e PROENCA, Sérgio Persival Baroncini e FLORÉZ-LÓPEZ, Julio. Formulation for the matrix analysis of frame structures including fracture mechanics concepts: applications in tunnel linings and airplane fuselage panels. International Journal of Damage Mechanics, p. 1-26, 2025Tradução . . Disponível em: http://dx.doi.org/10.1177/10567895251329943. Acesso em: 02 ago. 2025.
APA
Amorim, D. L. N. de F., Proenca, S. P. B., & Floréz-López, J. (2025). Formulation for the matrix analysis of frame structures including fracture mechanics concepts: applications in tunnel linings and airplane fuselage panels. International Journal of Damage Mechanics, 1-26. doi:10.1177/10567895251329943
NLM
Amorim DLN de F, Proenca SPB, Floréz-López J. Formulation for the matrix analysis of frame structures including fracture mechanics concepts: applications in tunnel linings and airplane fuselage panels [Internet]. International Journal of Damage Mechanics. 2025 ; 1-26.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1177/10567895251329943
Vancouver
Amorim DLN de F, Proenca SPB, Floréz-López J. Formulation for the matrix analysis of frame structures including fracture mechanics concepts: applications in tunnel linings and airplane fuselage panels [Internet]. International Journal of Damage Mechanics. 2025 ; 1-26.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1177/10567895251329943
Artigo de periodico
Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions (2025)
Bomfim, Danilo Silva; Coda, Humberto Breves ; Paccola, Rodrigo Ribeiro
Source: Computer Methods in Applied Mechanics and Engineering. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, VIGAS, ESTRUTURAS DE CONCRETO, FRATURA DAS ESTRUTURAS, ESTRUTURAS
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ABNT
BOMFIM, Danilo Silva e CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions. Computer Methods in Applied Mechanics and Engineering, v. 436, p. 1-22, 2025Tradução . . Disponível em: https://dx.doi.org/10.1016/j.cma.2024.117716. Acesso em: 02 ago. 2025.
APA
Bomfim, D. S., Coda, H. B., & Paccola, R. R. (2025). Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions. Computer Methods in Applied Mechanics and Engineering, 436, 1-22. doi:10.1016/j.cma.2024.117716
NLM
Bomfim DS, Coda HB, Paccola RR. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 436 1-22.[citado 2025 ago. 02 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117716
Vancouver
Bomfim DS, Coda HB, Paccola RR. Intermediate flexural crack debonding of externally bonded FRP in RC beams through a FEM formulation based on positions [Internet]. Computer Methods in Applied Mechanics and Engineering. 2025 ; 436 1-22.[citado 2025 ago. 02 ] Available from: https://dx.doi.org/10.1016/j.cma.2024.117716
Artigo de periodico
Interpretation of probability in structural safety: a philosophical conundrum (2025)
Vrouwenvelder, Ton; Beck, André Teófilo ; Proske, Dirk; Faber, Michael; Köhler, Jochen; Schubert, Matthias; Straub, Daniel; Teichgräber, Max
Source: Structural Safety. Unidade: EESC
Subjects: SEGURANÇA ESTRUTURAL, PROBABILIDADE
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ABNT
VROUWENVELDER, Ton et al. Interpretation of probability in structural safety: a philosophical conundrum. Structural Safety, v. 113, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2024.102473. Acesso em: 02 ago. 2025.
APA
Vrouwenvelder, T., Beck, A. T., Proske, D., Faber, M., Köhler, J., Schubert, M., et al. (2025). Interpretation of probability in structural safety: a philosophical conundrum. Structural Safety, 113. doi:10.1016/j.strusafe.2024.102473
NLM
Vrouwenvelder T, Beck AT, Proske D, Faber M, Köhler J, Schubert M, Straub D, Teichgräber M. Interpretation of probability in structural safety: a philosophical conundrum [Internet]. Structural Safety. 2025 ; 113[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102473
Vancouver
Vrouwenvelder T, Beck AT, Proske D, Faber M, Köhler J, Schubert M, Straub D, Teichgräber M. Interpretation of probability in structural safety: a philosophical conundrum [Internet]. Structural Safety. 2025 ; 113[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102473
Artigo de periodico
Development of methods of structural reliability (2024)
Ellingwood, Bruce; Maes, Marc; Bartlett, F. Michael; Beck, André Teófilo ; Caprani, Colin; Kiureghian, Armen Der; Dueñas-Osorio, Leonardo; Galvão, Neryvaldo; Gilbert, Robert; Jie, Li; Matos, Jose; Mori, Yasuhiro; Papaioannou, Iason; Paredes, Roger; Straub, Daniel; Sudret, Bruno
Source: Structural Safety. Unidade: EESC
Assunto: ESTRUTURAS
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ABNT
ELLINGWOOD, Bruce et al. Development of methods of structural reliability. Structural Safety, p. 1-40, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2024.102474. Acesso em: 02 ago. 2025.
APA
Ellingwood, B., Maes, M., Bartlett, F. M., Beck, A. T., Caprani, C., Kiureghian, A. D., et al. (2024). Development of methods of structural reliability. Structural Safety, 1-40. doi:10.1016/j.strusafe.2024.102474
NLM
Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
Vancouver
Ellingwood B, Maes M, Bartlett FM, Beck AT, Caprani C, Kiureghian AD, Dueñas-Osorio L, Galvão N, Gilbert R, Jie L, Matos J, Mori Y, Papaioannou I, Paredes R, Straub D, Sudret B. Development of methods of structural reliability [Internet]. Structural Safety. 2024 ; 1-40.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2024.102474
Artigo de periodico
Yield criteria for voided materials with anisotropic matrix behavior (2024)
Ferreira, A. R.; Proença, Sérgio Persival Baroncini ; Benallal, Ahmed
Source: European Journal of Mechanics A : solids. Unidade: EESC
Subjects: MATERIAIS POROSOS, ESCOAMENTO, ESTRUTURAS
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ABNT
FERREIRA, A. R. e PROENÇA, Sérgio Persival Baroncini e BENALLAL, Ahmed. Yield criteria for voided materials with anisotropic matrix behavior. European Journal of Mechanics A : solids, v. 104, p. 1-18, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.euromechsol.2023.105079. Acesso em: 02 ago. 2025.
APA
Ferreira, A. R., Proença, S. P. B., & Benallal, A. (2024). Yield criteria for voided materials with anisotropic matrix behavior. European Journal of Mechanics A : solids, 104, 1-18. doi:10.1016/j.euromechsol.2023.105079
NLM
Ferreira AR, Proença SPB, Benallal A. Yield criteria for voided materials with anisotropic matrix behavior [Internet]. European Journal of Mechanics A : solids. 2024 ; 104 1-18.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.euromechsol.2023.105079
Vancouver
Ferreira AR, Proença SPB, Benallal A. Yield criteria for voided materials with anisotropic matrix behavior [Internet]. European Journal of Mechanics A : solids. 2024 ; 104 1-18.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.euromechsol.2023.105079
Artigo de periodico
Orthotropic elastic properties for UHPFRC based on two-phase model homogenization (2024)
Ribeiro, Paula O.; Carrazedo, Ricardo ; Oliveira, Caroline Oliveira e; Krahl, Pablo Augusto
Source: Construction and Building Materials. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, TENSÃO ESTRUTURAL, HOMOGENEIZAÇÃO, ESTRUTURAS
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ABNT
RIBEIRO, Paula O. et al. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization. Construction and Building Materials, v. 440, p. 1-16, 2024Tradução . . Disponível em: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304. Acesso em: 02 ago. 2025.
APA
Ribeiro, P. O., Carrazedo, R., Oliveira, C. O. e, & Krahl, P. A. (2024). Orthotropic elastic properties for UHPFRC based on two-phase model homogenization. Construction and Building Materials, 440, 1-16. doi:10.1016/j.conbuildmat.2024.137304
NLM
Ribeiro PO, Carrazedo R, Oliveira CO e, Krahl PA. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization [Internet]. Construction and Building Materials. 2024 ; 440 1-16.[citado 2025 ago. 02 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304
Vancouver
Ribeiro PO, Carrazedo R, Oliveira CO e, Krahl PA. Orthotropic elastic properties for UHPFRC based on two-phase model homogenization [Internet]. Construction and Building Materials. 2024 ; 440 1-16.[citado 2025 ago. 02 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2024.137304
Artigo de periodico
Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design (2024)
Aquino, Vinicius Borges de Moura ; Lahr, Francisco Antonio Rocco ; Chahud, Eduardo; Rodrigues, Edson Fernando Castanheira ; Arroyo, Felipe Nascimento ; Christoforo, André Luis
Source: Acta Scientiarum: Technology. Unidade: EESC
Subjects: MADEIRA, DENSIDADE DA MADEIRA, MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AQUINO, Vinicius Borges de Moura et al. Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design. Acta Scientiarum: Technology, v. 46, p. 1-7, 2024Tradução . . Disponível em: http://dx.doi.org/10.4025/actascitechnol.v46i1.60183. Acesso em: 02 ago. 2025.
APA
Aquino, V. B. de M., Lahr, F. A. R., Chahud, E., Rodrigues, E. F. C., Arroyo, F. N., & Christoforo, A. L. (2024). Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design. Acta Scientiarum: Technology, 46, 1-7. doi:10.4025/actascitechnol.v46i1.60183
NLM
Aquino VB de M, Lahr FAR, Chahud E, Rodrigues EFC, Arroyo FN, Christoforo AL. Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design [Internet]. Acta Scientiarum: Technology. 2024 ; 46 1-7.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.4025/actascitechnol.v46i1.60183
Vancouver
Aquino VB de M, Lahr FAR, Chahud E, Rodrigues EFC, Arroyo FN, Christoforo AL. Evaluation of representativeness of elasticity modulus and apparent density of D20 strength class of Brazilian standard in timber structures design [Internet]. Acta Scientiarum: Technology. 2024 ; 46 1-7.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.4025/actascitechnol.v46i1.60183
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
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 02 ago. 2025.
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 2025 ago. 02 ] 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 2025 ago. 02 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.119136
Artigo de periodico
Thermomechanical analysis of reinforced concrete beams under fire situation: a comparison between conventional concrete and UHPC (2024)
Duarte, Felipe de Souza; Carrazedo, Ricardo ; Munaiar Neto, Jorge
Source: Fire Technology. Unidade: EESC
Subjects: CONCRETO ARMADO, CONCRETO DE ALTO DESEMPENHO, MEDIDAS DE SEGURANÇA CONTRA INCÊNDIO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DUARTE, Felipe de Souza e CARRAZEDO, Ricardo e MUNAIAR NETO, Jorge. Thermomechanical analysis of reinforced concrete beams under fire situation: a comparison between conventional concrete and UHPC. Fire Technology, p. 1-22, 2024Tradução . . Disponível em: http://dx.doi.org/10.1007/s10694-024-01657-y. Acesso em: 02 ago. 2025.
APA
Duarte, F. de S., Carrazedo, R., & Munaiar Neto, J. (2024). Thermomechanical analysis of reinforced concrete beams under fire situation: a comparison between conventional concrete and UHPC. Fire Technology, 1-22. doi:10.1007/s10694-024-01657-y
NLM
Duarte F de S, Carrazedo R, Munaiar Neto J. Thermomechanical analysis of reinforced concrete beams under fire situation: a comparison between conventional concrete and UHPC [Internet]. Fire Technology. 2024 ; 1-22.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1007/s10694-024-01657-y
Vancouver
Duarte F de S, Carrazedo R, Munaiar Neto J. Thermomechanical analysis of reinforced concrete beams under fire situation: a comparison between conventional concrete and UHPC [Internet]. Fire Technology. 2024 ; 1-22.[citado 2025 ago. 02 ] Available from: http://dx.doi.org/10.1007/s10694-024-01657-y
Trabalho de evento
Procedimento para a estimativa do módulo de elasticidade dinâmico característico do concreto, fcdin (2024)
Bilesky, Pedro Carlos; Helene, Paulo R. L. ; Pereira, Antônio Henrique Alves; Couto, Douglas de Andreza ; Castro, Alessandra Lorenzetti de ; Curti, Rubens
Source: Anais. Conference titles: Congresso Brasileiro do Concreto - CBC2024. Unidades: EP, EESC
Subjects: MATERIAIS DE CONSTRUÇÃO, RESISTÊNCIA DOS MATERIAIS, ELASTICIDADE, CADEIA PRODUTIVA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BILESKY, Pedro Carlos et al. Procedimento para a estimativa do módulo de elasticidade dinâmico característico do concreto, fcdin. 2024, Anais.. São Paulo: IBRACON, 2024. Disponível em: https://repositorio.usp.br/directbitstream/358bee12-c966-4a3a-8cdc-721e791d8986/Procedimento_para_a_estimativa_do_m%C3%B3dulo_de_elasticidade_din%C3%A2mico_caracter%C3%ADstico_do_concreto__fcdin.pdf. Acesso em: 02 ago. 2025.
APA
Bilesky, P. C., Helene, P. R. L., Pereira, A. H. A., Couto, D. de A., Castro, A. L. de, & Curti, R. (2024). Procedimento para a estimativa do módulo de elasticidade dinâmico característico do concreto, fcdin. In Anais. São Paulo: IBRACON. Recuperado de https://repositorio.usp.br/directbitstream/358bee12-c966-4a3a-8cdc-721e791d8986/Procedimento_para_a_estimativa_do_m%C3%B3dulo_de_elasticidade_din%C3%A2mico_caracter%C3%ADstico_do_concreto__fcdin.pdf
NLM
Bilesky PC, Helene PRL, Pereira AHA, Couto D de A, Castro AL de, Curti R. Procedimento para a estimativa do módulo de elasticidade dinâmico característico do concreto, fcdin [Internet]. Anais. 2024 ;[citado 2025 ago. 02 ] Available from: https://repositorio.usp.br/directbitstream/358bee12-c966-4a3a-8cdc-721e791d8986/Procedimento_para_a_estimativa_do_m%C3%B3dulo_de_elasticidade_din%C3%A2mico_caracter%C3%ADstico_do_concreto__fcdin.pdf
Vancouver
Bilesky PC, Helene PRL, Pereira AHA, Couto D de A, Castro AL de, Curti R. Procedimento para a estimativa do módulo de elasticidade dinâmico característico do concreto, fcdin [Internet]. Anais. 2024 ;[citado 2025 ago. 02 ] Available from: https://repositorio.usp.br/directbitstream/358bee12-c966-4a3a-8cdc-721e791d8986/Procedimento_para_a_estimativa_do_m%C3%B3dulo_de_elasticidade_din%C3%A2mico_caracter%C3%ADstico_do_concreto__fcdin.pdf
Artigo de periodico
Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction (2024)
Nogueira, Rodrigo de Souza; Moritani, Fabiana Yukiko; Christoforo, André Luis ; Monteiro, Sergio Neves; Azevedo, Afonso Rangel Garcez de; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco
Source: Materials. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA, RESISTÊNCIA A TRAÇÃO, CONSTRUÇÃO CIVIL, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
NOGUEIRA, Rodrigo de Souza et al. Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction. Materials, v. 17, n. 18, p. 1-11, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/ma17184506. Acesso em: 02 ago. 2025.
APA
Nogueira, R. de S., Moritani, F. Y., Christoforo, A. L., Monteiro, S. N., Azevedo, A. R. G. de, Santos, H. F. dos, & Lahr, F. A. R. (2024). Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction. Materials, 17( 18), 1-11. doi:10.3390/ma17184506
NLM
Nogueira R de S, Moritani FY, Christoforo AL, Monteiro SN, Azevedo ARG de, Santos HF dos, Lahr FAR. Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction [Internet]. Materials. 2024 ; 17( 18): 1-11.[citado 2025 ago. 02 ] Available from: https://dx.doi.org/10.3390/ma17184506
Vancouver
Nogueira R de S, Moritani FY, Christoforo AL, Monteiro SN, Azevedo ARG de, Santos HF dos, Lahr FAR. Influence of test method on the determination of tensile strength perpendicular to grain of timber for civil construction [Internet]. Materials. 2024 ; 17( 18): 1-11.[citado 2025 ago. 02 ] Available from: https://dx.doi.org/10.3390/ma17184506

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