Filtros : "ESTRUTURAS" Limpar

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  • Source: Renewable and Sustainable Energy Reviews. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 21 jan. 2026.
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      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. 21 ] 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. 21 ] Available from: https://dx.doi.org/10.1016/j.rser.2025.116257
  • Source: Engineering Structures. Unidade: EESC

    Subjects: SISMOLOGIA, SOLOS, ESTRUTURAS

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      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: 21 jan. 2026.
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      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
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      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. 21 ] 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. 21 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.121744
  • Source: International Journal of Fracture. Unidade: EESC

    Subjects: CONCRETO, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      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: 21 jan. 2026.
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      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. 21 ] 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. 21 ] Available from: http://dx.doi.org/10.1007/s10704-025-00899-3
  • Source: Structures. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 21 jan. 2026.
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      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. 21 ] 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. 21 ] Available from: http://dx.doi.org/10.1016/j.istruc.2025.109798
  • Source: BioResources. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 21 jan. 2026.
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      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. 21 ] 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. 21 ] Available from: http://dx.doi.org/10.15376/biores.20.3.6680-6691
  • Source: Revista Matéria. Unidade: EESC

    Subjects: ESTATÍSTICA, ESTRUTURAS DE MADEIRA, ESTRUTURAS

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      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: 21 jan. 2026.
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      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
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      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. 21 ] 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. 21 ] Available from: http://dx.doi.org/10.1590/1517-7076-RMAT-2025-0309
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 21 jan. 2026.
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      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
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      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. 21 ] 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. 21 ] Available from: http://dx.doi.org/10.1016/j.enganabound.2025.106263
  • 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: 21 jan. 2026.
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      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
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      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. 21 ] 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. 21 ] Available from: http://dx.doi.org/10.15376/biores.20.1.2293-2303
  • Source: International Journal of Solids and Structures. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 21 jan. 2026.
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      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
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      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. 21 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2025.113402
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      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. 21 ] Available from: http://dx.doi.org/10.1016/j.ijsolstr.2025.113402
  • Source: Journal of Building Engineering. Unidade: EESC

    Assunto: ESTRUTURAS

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      LIMA, Humberto Moura et al. Physical and mechanical properties of cement-lime mortar for masonry at elevated temperatures: destructive and ultrasonic testing. Journal of Building Engineering, v. 104, p. 1-19, 2025Tradução . . Disponível em: https://dx.doi.org/10.1016/j.jobe.2025.112291. Acesso em: 21 jan. 2026.
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      Lima, H. M., Fernandes Neto, J. A. D., Haach, V. G., & Munaiar Neto, J. (2025). Physical and mechanical properties of cement-lime mortar for masonry at elevated temperatures: destructive and ultrasonic testing. Journal of Building Engineering, 104, 1-19. doi:10.1016/j.jobe.2025.112291
    • NLM

      Lima HM, Fernandes Neto JAD, Haach VG, Munaiar Neto J. Physical and mechanical properties of cement-lime mortar for masonry at elevated temperatures: destructive and ultrasonic testing [Internet]. Journal of Building Engineering. 2025 ; 104 1-19.[citado 2026 jan. 21 ] Available from: https://dx.doi.org/10.1016/j.jobe.2025.112291
    • Vancouver

      Lima HM, Fernandes Neto JAD, Haach VG, Munaiar Neto J. Physical and mechanical properties of cement-lime mortar for masonry at elevated temperatures: destructive and ultrasonic testing [Internet]. Journal of Building Engineering. 2025 ; 104 1-19.[citado 2026 jan. 21 ] Available from: https://dx.doi.org/10.1016/j.jobe.2025.112291
  • Source: Revista Matéria. Unidade: EESC

    Assunto: ESTRUTURAS

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      CRIADO, Tayla Castilho et al. Resistência e rigidez ao rolling shear de elementos de MLCC produzidos com madeira de Marupá “Simarouba amara”. Revista Matéria, v. 30, p. 1-17, 2025Tradução . . Disponível em: http://dx.doi.org/10.1590/1517-7076-RMAT-2025-0321. Acesso em: 21 jan. 2026.
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      Criado, T. C., Silva, J. V. F., Silva, M. F. F., Santos Junior, A. J., Christoforo, A. L., & Molina, J. C. (2025). Resistência e rigidez ao rolling shear de elementos de MLCC produzidos com madeira de Marupá “Simarouba amara”. Revista Matéria, 30, 1-17. doi:10.1590/1517-7076-RMAT-2025-0321
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      Criado TC, Silva JVF, Silva MFF, Santos Junior AJ, Christoforo AL, Molina JC. Resistência e rigidez ao rolling shear de elementos de MLCC produzidos com madeira de Marupá “Simarouba amara” [Internet]. Revista Matéria. 2025 ; 30 1-17.[citado 2026 jan. 21 ] Available from: http://dx.doi.org/10.1590/1517-7076-RMAT-2025-0321
    • Vancouver

      Criado TC, Silva JVF, Silva MFF, Santos Junior AJ, Christoforo AL, Molina JC. Resistência e rigidez ao rolling shear de elementos de MLCC produzidos com madeira de Marupá “Simarouba amara” [Internet]. Revista Matéria. 2025 ; 30 1-17.[citado 2026 jan. 21 ] Available from: http://dx.doi.org/10.1590/1517-7076-RMAT-2025-0321
  • Source: Engineering Structures. Unidade: EESC

    Assunto: ESTRUTURAS

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      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: 21 jan. 2026.
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      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
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      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 jan. 21 ] 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 jan. 21 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2025.120905
  • Source: Civil Engineering and Environmental Systems. Unidade: EESC

    Assunto: ESTRUTURAS

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      BECK, André Teófilo et al. Improving life-cycle safety modelling: a festschrift for Rob Melchers. Civil Engineering and Environmental Systems, v. 42, n. 2, p. 73-75, 2025Tradução . . Disponível em: http://dx.doi.org/10.1080/10286608.2025.2534637. Acesso em: 21 jan. 2026.
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      Beck, A. T., Stewart, M. G., Val, D. V., & Chaves, I. A. (2025). Improving life-cycle safety modelling: a festschrift for Rob Melchers. Civil Engineering and Environmental Systems, 42( 2), 73-75. doi:10.1080/10286608.2025.2534637
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      Beck AT, Stewart MG, Val DV, Chaves IA. Improving life-cycle safety modelling: a festschrift for Rob Melchers [Internet]. Civil Engineering and Environmental Systems. 2025 ; 42( 2): 73-75.[citado 2026 jan. 21 ] Available from: http://dx.doi.org/10.1080/10286608.2025.2534637
    • Vancouver

      Beck AT, Stewart MG, Val DV, Chaves IA. Improving life-cycle safety modelling: a festschrift for Rob Melchers [Internet]. Civil Engineering and Environmental Systems. 2025 ; 42( 2): 73-75.[citado 2026 jan. 21 ] Available from: http://dx.doi.org/10.1080/10286608.2025.2534637
  • Source: Structural Safety. Unidade: EESC

    Subjects: APRENDIZAGEM PROFUNDA, REDES NEURAIS, DRENAGEM URBANA, ESTRUTURAS

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      BECK, André Teófilo et al. Optimal redundancy allocation and quality control in structural systems. Structural Safety, v. 116, p. 1-17, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2025.102603. Acesso em: 21 jan. 2026.
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      Beck, A. T., Silva, L. A. R. da, Costa, L. G. L. da, & Köhler, J. (2025). Optimal redundancy allocation and quality control in structural systems. Structural Safety, 116, 1-17. doi:10.1016/j.strusafe.2025.102603
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      Beck AT, Silva LAR da, Costa LGL da, Köhler J. Optimal redundancy allocation and quality control in structural systems [Internet]. Structural Safety. 2025 ; 116 1-17.[citado 2026 jan. 21 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2025.102603
    • Vancouver

      Beck AT, Silva LAR da, Costa LGL da, Köhler J. Optimal redundancy allocation and quality control in structural systems [Internet]. Structural Safety. 2025 ; 116 1-17.[citado 2026 jan. 21 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2025.102603
  • Source: Structures. Unidade: EESC

    Subjects: PLASTICIDADE DAS ESTRUTURAS, ANÁLISE MECÂNICA, MADEIRA, ESTRUTURAS

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      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: 21 jan. 2026.
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      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 jan. 21 ] 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 jan. 21 ] Available from: http://dx.doi.org/10.1016/j.istruc.2025.108334
  • Source: International Journal of Mechanical Sciences. Unidade: EESC

    Subjects: ESTRUTURAS, TRELIÇAS, CORROSÃO

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      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: 21 jan. 2026.
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      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
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      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. 21 ] 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. 21 ] Available from: http://dx.doi.org/10.1016/j.ijmecsci.2025.110688
  • Source: Forests. Unidade: EESC

    Subjects: TRELIÇAS, MADEIRA, INCÊNDIO, FOGO, ESTRUTURAS

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      MORAES, Matheus Henrique Morato de et al. Effects of fire conditions on the structural optimization of timber trusses. Forests, v. 16, n. 10, p. 1-40, 2025Tradução . . Disponível em: https://dx.doi.org/10.3390/f16101578. Acesso em: 21 jan. 2026.
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      Moraes, M. H. M. de, Fraga, I. F., Lahr, F. A. R., Mascarenhas, F. J. R., Pereira Junior, W. M., & Christoforo, A. L. (2025). Effects of fire conditions on the structural optimization of timber trusses. Forests, 16( 10), 1-40. doi:10.3390/f16101578
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      Moraes MHM de, Fraga IF, Lahr FAR, Mascarenhas FJR, Pereira Junior WM, Christoforo AL. Effects of fire conditions on the structural optimization of timber trusses [Internet]. Forests. 2025 ; 16( 10): 1-40.[citado 2026 jan. 21 ] Available from: https://dx.doi.org/10.3390/f16101578
    • Vancouver

      Moraes MHM de, Fraga IF, Lahr FAR, Mascarenhas FJR, Pereira Junior WM, Christoforo AL. Effects of fire conditions on the structural optimization of timber trusses [Internet]. Forests. 2025 ; 16( 10): 1-40.[citado 2026 jan. 21 ] Available from: https://dx.doi.org/10.3390/f16101578
  • Unidade: EESC

    Subjects: ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, VISÃO COMPUTACIONAL, ANÁLISE NUMÉRICA

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      SANTOS, Wanderson Ferreira dos. Multi-scale modelling of materials with voids based on second-order computational homogenisation at finite strains: numerical analysis, experimental investigation and applications in architected structures. 2025. Tese (Doutorado) – Universidade de São Paulo, São Carlos, 2025. Disponível em: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-09062025-080210/. Acesso em: 21 jan. 2026.
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      Santos, W. F. dos. (2025). Multi-scale modelling of materials with voids based on second-order computational homogenisation at finite strains: numerical analysis, experimental investigation and applications in architected structures (Tese (Doutorado). Universidade de São Paulo, São Carlos. Recuperado de https://www.teses.usp.br/teses/disponiveis/18/18134/tde-09062025-080210/
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      Santos WF dos. Multi-scale modelling of materials with voids based on second-order computational homogenisation at finite strains: numerical analysis, experimental investigation and applications in architected structures [Internet]. 2025 ;[citado 2026 jan. 21 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-09062025-080210/
    • Vancouver

      Santos WF dos. Multi-scale modelling of materials with voids based on second-order computational homogenisation at finite strains: numerical analysis, experimental investigation and applications in architected structures [Internet]. 2025 ;[citado 2026 jan. 21 ] Available from: https://www.teses.usp.br/teses/disponiveis/18/18134/tde-09062025-080210/
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: EVAPORADORES, MATERIAIS, ESTRUTURAS

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      ROLDÃO, Thalles Coimbra Borba et al. Onset of nucleate boiling and pressure drop for subcooled flow boiling in a microchannel. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 47, p. 1-35, 2025Tradução . . Disponível em: http://dx.doi.org/10.1007/s40430-025-05906-1. Acesso em: 21 jan. 2026.
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      Roldão, T. C. B., Brasil, J. S., Correa, M. H., Ferrares, V. G., & Tibiriçá, C. B. (2025). Onset of nucleate boiling and pressure drop for subcooled flow boiling in a microchannel. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 47, 1-35. doi:10.1007/s40430-025-05906-1
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      Roldão TCB, Brasil JS, Correa MH, Ferrares VG, Tibiriçá CB. Onset of nucleate boiling and pressure drop for subcooled flow boiling in a microchannel [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2025 ; 47 1-35.[citado 2026 jan. 21 ] Available from: http://dx.doi.org/10.1007/s40430-025-05906-1
    • Vancouver

      Roldão TCB, Brasil JS, Correa MH, Ferrares VG, Tibiriçá CB. Onset of nucleate boiling and pressure drop for subcooled flow boiling in a microchannel [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2025 ; 47 1-35.[citado 2026 jan. 21 ] Available from: http://dx.doi.org/10.1007/s40430-025-05906-1
  • Source: Mechanics of Advanced Materials and Structures. Unidade: EESC

    Subjects: TENSÃO RESIDUAL, ELASTICIDADE DAS ESTRUTURAS, ESTRUTURAS

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      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: 21 jan. 2026.
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      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
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      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 2026 jan. 21 ] Available from: https://dx.doi.org/10.1080/15376494.2024.2440811
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      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 2026 jan. 21 ] Available from: https://dx.doi.org/10.1080/15376494.2024.2440811

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