Filtros : "ESTRUTURAS" Limpar

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  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: MADEIRA, ESTRUTURAS DE MADEIRA, ESTRUTURAS

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      MINARI, Vitor Hugo et al. Assessing bonding quality and detecting defects in CLT panels using ultrasonic wave propagation analysis. Construction and Building Materials, v. 505, p. 1-12, 2026Tradução . . Disponível em: https://dx.doi.org/10.1016/j.conbuildmat.2025.144789. Acesso em: 17 abr. 2026.
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      Minari, V. H., Anoni, L. G., Haach, V. G., & Molina, J. C. (2026). Assessing bonding quality and detecting defects in CLT panels using ultrasonic wave propagation analysis. Construction and Building Materials, 505, 1-12. doi:10.1016/j.conbuildmat.2025.144789
    • NLM

      Minari VH, Anoni LG, Haach VG, Molina JC. Assessing bonding quality and detecting defects in CLT panels using ultrasonic wave propagation analysis [Internet]. Construction and Building Materials. 2026 ; 505 1-12.[citado 2026 abr. 17 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2025.144789
    • Vancouver

      Minari VH, Anoni LG, Haach VG, Molina JC. Assessing bonding quality and detecting defects in CLT panels using ultrasonic wave propagation analysis [Internet]. Construction and Building Materials. 2026 ; 505 1-12.[citado 2026 abr. 17 ] Available from: https://dx.doi.org/10.1016/j.conbuildmat.2025.144789
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ENGENHARIA MECÂNICA, ESTRUTURAS

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      OSHIRO, Roberto Eiki. Study of material compatibility in first-order similitude applied to structural impact modeling. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 48, p. 1-23, 2026Tradução . . Disponível em: http://dx.doi.org/10.1007/s40430-025-05943-w. Acesso em: 17 abr. 2026.
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      Oshiro, R. E. (2026). Study of material compatibility in first-order similitude applied to structural impact modeling. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 48, 1-23. doi:10.1007/s40430-025-05943-w
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      Oshiro RE. Study of material compatibility in first-order similitude applied to structural impact modeling [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2026 ; 48 1-23.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1007/s40430-025-05943-w
    • Vancouver

      Oshiro RE. Study of material compatibility in first-order similitude applied to structural impact modeling [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2026 ; 48 1-23.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1007/s40430-025-05943-w
  • Source: Journal of Constructional Steel Research. Unidade: EESC

    Subjects: ESTRUTURAS TUBULARES, TRELIÇAS, ESTRUTURAS

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      MONTILLA, Scarlet et al. Integrating lumped damage mechanics and LSTM networks for the time-dependent reliability assessment of tubular offshore trusses under stochastic corrosion. Journal of Constructional Steel Research, v. 238, p. 1-16, 2026Tradução . . Disponível em: http://dx.doi.org/10.1016/j.jcsr.2025.110190. Acesso em: 17 abr. 2026.
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      Montilla, S., Bosse, R. M., Gidrão, G. de M. S., Picón, R., Beck, A. T., Wei, L., & Florez-López, J. (2026). Integrating lumped damage mechanics and LSTM networks for the time-dependent reliability assessment of tubular offshore trusses under stochastic corrosion. Journal of Constructional Steel Research, 238, 1-16. doi:10.1016/j.jcsr.2025.110190
    • NLM

      Montilla S, Bosse RM, Gidrão G de MS, Picón R, Beck AT, Wei L, Florez-López J. Integrating lumped damage mechanics and LSTM networks for the time-dependent reliability assessment of tubular offshore trusses under stochastic corrosion [Internet]. Journal of Constructional Steel Research. 2026 ; 238 1-16.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1016/j.jcsr.2025.110190
    • Vancouver

      Montilla S, Bosse RM, Gidrão G de MS, Picón R, Beck AT, Wei L, Florez-López J. Integrating lumped damage mechanics and LSTM networks for the time-dependent reliability assessment of tubular offshore trusses under stochastic corrosion [Internet]. Journal of Constructional Steel Research. 2026 ; 238 1-16.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1016/j.jcsr.2025.110190
  • 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: 17 abr. 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
    • 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 abr. 17 ] 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 abr. 17 ] 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: 17 abr. 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 abr. 17 ] 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 abr. 17 ] Available from: http://dx.doi.org/10.1007/s10704-025-00899-3
  • 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: 17 abr. 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 abr. 17 ] 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 abr. 17 ] Available from: https://dx.doi.org/10.1016/j.rser.2025.116257
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidades: EESC, EP

    Subjects: TÚNEIS, SISTEMA DE POSICIONAMENTO GLOBAL, AERONAVES NÃO TRIPULADAS, FOTOGRAMETRIA, ESTRUTURAS

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      ASSIS, Leandro Silva de et al. Methodology for tunnel inspection using drone with autonomous navigation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 48, p. 1-17, 2026Tradução . . Disponível em: http://dx.doi.org/10.1007/s40430-025-06168-7. Acesso em: 17 abr. 2026.
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      Assis, L. S. de, Daud Filho, A. C., Rocha, L. G. S. da, Vivaldini, K. C. T., Caurin, G. A. de P., & Futai, M. M. (2026). Methodology for tunnel inspection using drone with autonomous navigation. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 48, 1-17. doi:10.1007/s40430-025-06168-7
    • NLM

      Assis LS de, Daud Filho AC, Rocha LGS da, Vivaldini KCT, Caurin GA de P, Futai MM. Methodology for tunnel inspection using drone with autonomous navigation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2026 ; 48 1-17.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1007/s40430-025-06168-7
    • Vancouver

      Assis LS de, Daud Filho AC, Rocha LGS da, Vivaldini KCT, Caurin GA de P, Futai MM. Methodology for tunnel inspection using drone with autonomous navigation [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2026 ; 48 1-17.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1007/s40430-025-06168-7
  • Source: Engineering Fracture Mechanics. Unidade: EESC

    Subjects: MECÂNICA DO DANO, MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      TELES, Daniel Victor da Cunha e AMORIM, David Leonardo Nascimento de Figueiredo e LEONEL, Edson Denner. An extensometer-free version of the Extended Lumped Damage Mechanics for the failure analysis of anisotropic materials in geometrically nonlinear regime. Engineering Fracture Mechanics, v. 335, p. 1-19, 2026Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engfracmech.2026.111873. Acesso em: 17 abr. 2026.
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      Teles, D. V. da C., Amorim, D. L. N. de F., & Leonel, E. D. (2026). An extensometer-free version of the Extended Lumped Damage Mechanics for the failure analysis of anisotropic materials in geometrically nonlinear regime. Engineering Fracture Mechanics, 335, 1-19. doi:10.1016/j.engfracmech.2026.111873
    • NLM

      Teles DV da C, Amorim DLN de F, Leonel ED. An extensometer-free version of the Extended Lumped Damage Mechanics for the failure analysis of anisotropic materials in geometrically nonlinear regime [Internet]. Engineering Fracture Mechanics. 2026 ; 335 1-19.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1016/j.engfracmech.2026.111873
    • Vancouver

      Teles DV da C, Amorim DLN de F, Leonel ED. An extensometer-free version of the Extended Lumped Damage Mechanics for the failure analysis of anisotropic materials in geometrically nonlinear regime [Internet]. Engineering Fracture Mechanics. 2026 ; 335 1-19.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1016/j.engfracmech.2026.111873
  • Source: Computational Mechanics. Unidade: EESC

    Subjects: ESTRUTURAS, ESTRUTURAS DE MEMBRANAS, MÉTODO DOS ELEMENTOS FINITOS

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      PERLIN, Christian Luiz e CODA, Humberto Breves. Correction to: Analysis of membrane structures by an alternative pseudo-solid positional FEM formulation. Computational Mechanics, p. 1-2, 2026Tradução . . Disponível em: http://dx.doi.org/10.1007/s00466-026-02747-0. Acesso em: 17 abr. 2026.
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      Perlin, C. L., & Coda, H. B. (2026). Correction to: Analysis of membrane structures by an alternative pseudo-solid positional FEM formulation. Computational Mechanics, 1-2. doi:10.1007/s00466-026-02747-0
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      Perlin CL, Coda HB. Correction to: Analysis of membrane structures by an alternative pseudo-solid positional FEM formulation [Internet]. Computational Mechanics. 2026 ; 1-2.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1007/s00466-026-02747-0
    • Vancouver

      Perlin CL, Coda HB. Correction to: Analysis of membrane structures by an alternative pseudo-solid positional FEM formulation [Internet]. Computational Mechanics. 2026 ; 1-2.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1007/s00466-026-02747-0
  • Source: Finite Elements in Analysis and Design. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, ESTRUTURAS

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      MOREIRA, Darcy Hannah Falcão Rangel et al. A space–time particle-position-based finite element formulation for free-surface flows. Finite Elements in Analysis and Design, v. 256, p. 1-28, 2026Tradução . . Disponível em: https://dx.doi.org/10.1016/j.finel.2026.104539. Acesso em: 17 abr. 2026.
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      Moreira, D. H. F. R., Franci, A., Idelsohn, S., & Sanches, R. A. K. (2026). A space–time particle-position-based finite element formulation for free-surface flows. Finite Elements in Analysis and Design, 256, 1-28. doi:10.1016/j.finel.2026.104539
    • NLM

      Moreira DHFR, Franci A, Idelsohn S, Sanches RAK. A space–time particle-position-based finite element formulation for free-surface flows [Internet]. Finite Elements in Analysis and Design. 2026 ; 256 1-28.[citado 2026 abr. 17 ] Available from: https://dx.doi.org/10.1016/j.finel.2026.104539
    • Vancouver

      Moreira DHFR, Franci A, Idelsohn S, Sanches RAK. A space–time particle-position-based finite element formulation for free-surface flows [Internet]. Finite Elements in Analysis and Design. 2026 ; 256 1-28.[citado 2026 abr. 17 ] Available from: https://dx.doi.org/10.1016/j.finel.2026.104539
  • Source: Journal of Materials Research and Technology. Unidade: EESC

    Subjects: MADEIRA, COLAGEM, MICROSCOPIA, ESTRUTURAS DE MADEIRA, ESTRUTURAS

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      CAVALHEIRO, Raquel Schmitt et al. Evaluation of microscopy techniques to analyze the interphase of Schizolobium amazonicum glued-laminated timber with different adhesives. Journal of Materials Research and Technology, v. 41, p. 2383-2398, 2026Tradução . . Disponível em: https://dx.doi.org/10.1016/j.jmrt.2026.01.171. Acesso em: 17 abr. 2026.
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      Cavalheiro, R. S., Jardim, P. I. L. G., Santos Junior, A. J., Araujo, V. A. de, Calil Júnior, C., Lahr, F. A. R., et al. (2026). Evaluation of microscopy techniques to analyze the interphase of Schizolobium amazonicum glued-laminated timber with different adhesives. Journal of Materials Research and Technology, 41, 2383-2398. doi:10.1016/j.jmrt.2026.01.171
    • NLM

      Cavalheiro RS, Jardim PILG, Santos Junior AJ, Araujo VA de, Calil Júnior C, Lahr FAR, Azevedo ARG de, Monteiro SN, Christoforo AL. Evaluation of microscopy techniques to analyze the interphase of Schizolobium amazonicum glued-laminated timber with different adhesives [Internet]. Journal of Materials Research and Technology. 2026 ; 41 2383-2398.[citado 2026 abr. 17 ] Available from: https://dx.doi.org/10.1016/j.jmrt.2026.01.171
    • Vancouver

      Cavalheiro RS, Jardim PILG, Santos Junior AJ, Araujo VA de, Calil Júnior C, Lahr FAR, Azevedo ARG de, Monteiro SN, Christoforo AL. Evaluation of microscopy techniques to analyze the interphase of Schizolobium amazonicum glued-laminated timber with different adhesives [Internet]. Journal of Materials Research and Technology. 2026 ; 41 2383-2398.[citado 2026 abr. 17 ] Available from: https://dx.doi.org/10.1016/j.jmrt.2026.01.171
  • Source: Journal of Building Engineering. Unidade: EESC

    Subjects: APRENDIZADO COMPUTACIONAL, CLORETO, CONCRETO ARMADO, MARES, ESTRUTURAS

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      REICHERT, Thiago Alessi et al. Fick's law as a custom kernel in support vector regression: how to fully represent chloride concentration profiles in concrete structures. Journal of Building Engineering, v. 121, p. 1-28, 2026Tradução . . Disponível em: https://dx.doi.org/10.1016/j.jobe.2026.115691. Acesso em: 17 abr. 2026.
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      Reichert, T. A., Balestra, C. E. T., Pansera, W. A., & Carrazedo, R. (2026). Fick's law as a custom kernel in support vector regression: how to fully represent chloride concentration profiles in concrete structures. Journal of Building Engineering, 121, 1-28. doi:10.1016/j.jobe.2026.115691
    • NLM

      Reichert TA, Balestra CET, Pansera WA, Carrazedo R. Fick's law as a custom kernel in support vector regression: how to fully represent chloride concentration profiles in concrete structures [Internet]. Journal of Building Engineering. 2026 ; 121 1-28.[citado 2026 abr. 17 ] Available from: https://dx.doi.org/10.1016/j.jobe.2026.115691
    • Vancouver

      Reichert TA, Balestra CET, Pansera WA, Carrazedo R. Fick's law as a custom kernel in support vector regression: how to fully represent chloride concentration profiles in concrete structures [Internet]. Journal of Building Engineering. 2026 ; 121 1-28.[citado 2026 abr. 17 ] Available from: https://dx.doi.org/10.1016/j.jobe.2026.115691
  • Source: International Journal of Engineering Science. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, DEFORMAÇÃO ESTRUTURAL, ESTRUTURAS

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      AGUIAR, Adair Roberto e PENCE, Thomas J. e ROCHA, Lucas Almeida. On the classical and constrained theories for preventing self-intersection in orthotropic nonlinear elasticity. International Journal of Engineering Science, v. 221, p. 1-24, 2026Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ijengsci.2025.104452. Acesso em: 17 abr. 2026.
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      Aguiar, A. R., Pence, T. J., & Rocha, L. A. (2026). On the classical and constrained theories for preventing self-intersection in orthotropic nonlinear elasticity. International Journal of Engineering Science, 221, 1-24. doi:10.1016/j.ijengsci.2025.104452
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      Aguiar AR, Pence TJ, Rocha LA. On the classical and constrained theories for preventing self-intersection in orthotropic nonlinear elasticity [Internet]. International Journal of Engineering Science. 2026 ; 221 1-24.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1016/j.ijengsci.2025.104452
    • Vancouver

      Aguiar AR, Pence TJ, Rocha LA. On the classical and constrained theories for preventing self-intersection in orthotropic nonlinear elasticity [Internet]. International Journal of Engineering Science. 2026 ; 221 1-24.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1016/j.ijengsci.2025.104452
  • Source: Structural Safety. Unidade: EESC

    Subjects: ROBUSTEZ, TEORIA DA INFORMAÇÃO, ENTROPIA, ESTRUTURAS

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      CAO, Alex Sixie e BECK, André Teófilo. On the quantification of robustness and its thresholds. Structural Safety, v. 120, p. 1-13, 2026Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2026.102688. Acesso em: 17 abr. 2026.
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      Cao, A. S., & Beck, A. T. (2026). On the quantification of robustness and its thresholds. Structural Safety, 120, 1-13. doi:10.1016/j.strusafe.2026.102688
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      Cao AS, Beck AT. On the quantification of robustness and its thresholds [Internet]. Structural Safety. 2026 ; 120 1-13.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2026.102688
    • Vancouver

      Cao AS, Beck AT. On the quantification of robustness and its thresholds [Internet]. Structural Safety. 2026 ; 120 1-13.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2026.102688
  • Unidade: IME

    Subjects: EQUAÇÕES DIFERENCIAIS, VIGAS, CARGA, ESTRUTURAS

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      RODRIGUES, Elvis da Silva. Identificação de cargas sobre vigas de Timoshenko. 2026. Dissertação (Mestrado) – Universidade de São Paulo, São Paulo, 2026. Disponível em: https://www.teses.usp.br/teses/disponiveis/45/45132/tde-16032026-093343/. Acesso em: 17 abr. 2026.
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      Rodrigues, E. da S. (2026). Identificação de cargas sobre vigas de Timoshenko (Dissertação (Mestrado). Universidade de São Paulo, São Paulo. Recuperado de https://www.teses.usp.br/teses/disponiveis/45/45132/tde-16032026-093343/
    • NLM

      Rodrigues E da S. Identificação de cargas sobre vigas de Timoshenko [Internet]. 2026 ;[citado 2026 abr. 17 ] Available from: https://www.teses.usp.br/teses/disponiveis/45/45132/tde-16032026-093343/
    • Vancouver

      Rodrigues E da S. Identificação de cargas sobre vigas de Timoshenko [Internet]. 2026 ;[citado 2026 abr. 17 ] Available from: https://www.teses.usp.br/teses/disponiveis/45/45132/tde-16032026-093343/
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: ESTRUTURAS TUBULARES, CORROSÃO, FLAMBAGEM, ESTRUTURAS

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      MONTILLA, Scarlet K. et al. Corrosion/repair modelling and reliability analysis of retrofitted complex tubular steel structures. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 48, p. 1-17, 2026Tradução . . Disponível em: http://dx.doi.org/10.1007/s40430-025-06113-8. Acesso em: 17 abr. 2026.
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      Montilla, S. K., Bosse, R. M., Gidrão, G. de M. S., Picón, R., Beck, A. T., & Floréz-López, J. (2026). Corrosion/repair modelling and reliability analysis of retrofitted complex tubular steel structures. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 48, 1-17. doi:10.1007/s40430-025-06113-8
    • NLM

      Montilla SK, Bosse RM, Gidrão G de MS, Picón R, Beck AT, Floréz-López J. Corrosion/repair modelling and reliability analysis of retrofitted complex tubular steel structures [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2026 ; 48 1-17.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1007/s40430-025-06113-8
    • Vancouver

      Montilla SK, Bosse RM, Gidrão G de MS, Picón R, Beck AT, Floréz-López J. Corrosion/repair modelling and reliability analysis of retrofitted complex tubular steel structures [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2026 ; 48 1-17.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1007/s40430-025-06113-8
  • Source: Structural Safety. Unidade: EESC

    Subjects: CICLO DE VIDA, TOMADA DE DECISÃO, ESTRUTURAS

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      GOMES, Welisson José de Santana e THÖNS, Sebastian e BECK, André Teófilo. Encoding of decision trees for life-cycle cost and decision value analysis via optimization. Structural Safety, v. 120, p. 1-17, 2026Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2026.102689. Acesso em: 17 abr. 2026.
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      Gomes, W. J. de S., Thöns, S., & Beck, A. T. (2026). Encoding of decision trees for life-cycle cost and decision value analysis via optimization. Structural Safety, 120, 1-17. doi:10.1016/j.strusafe.2026.102689
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      Gomes WJ de S, Thöns S, Beck AT. Encoding of decision trees for life-cycle cost and decision value analysis via optimization [Internet]. Structural Safety. 2026 ; 120 1-17.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2026.102689
    • Vancouver

      Gomes WJ de S, Thöns S, Beck AT. Encoding of decision trees for life-cycle cost and decision value analysis via optimization [Internet]. Structural Safety. 2026 ; 120 1-17.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2026.102689
  • Source: Structural Concrete. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CISALHAMENTO, ESTRUTURAS

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      SOUSA, Alex Micael Dantas de et al. Failure mechanism and resistance predictions for one-way slabs in transition between shear and punching coupling linear elastic finite element analyses with critical shear crack theory-based models. Structural Concrete, p. 1-29, 2026Tradução . . Disponível em: http://dx.doi.org/10.1002/suco.70546. Acesso em: 17 abr. 2026.
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      Sousa, A. M. D. de, Lantsoght, E. O. L., Setiawan, A., & El Debs, M. K. (2026). Failure mechanism and resistance predictions for one-way slabs in transition between shear and punching coupling linear elastic finite element analyses with critical shear crack theory-based models. Structural Concrete, 1-29. doi:10.1002/suco.70546
    • NLM

      Sousa AMD de, Lantsoght EOL, Setiawan A, El Debs MK. Failure mechanism and resistance predictions for one-way slabs in transition between shear and punching coupling linear elastic finite element analyses with critical shear crack theory-based models [Internet]. Structural Concrete. 2026 ; 1-29.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1002/suco.70546
    • Vancouver

      Sousa AMD de, Lantsoght EOL, Setiawan A, El Debs MK. Failure mechanism and resistance predictions for one-way slabs in transition between shear and punching coupling linear elastic finite element analyses with critical shear crack theory-based models [Internet]. Structural Concrete. 2026 ; 1-29.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1002/suco.70546
  • Source: Journal of Materials in Civil Engineering. Unidade: EESC

    Subjects: MADEIRA, PAINÉIS, PNEUS, ESTRUTURAS

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      REIS, Elvys Dias et al. Eco-friendly acoustic particleboards: blend of wood, tire rubber, and bio-based polyurethane. Journal of Materials in Civil Engineering, v. 38, n. 5, p. 1-19, 2026Tradução . . Disponível em: http://dx.doi.org/10.1061/JMCEE7.MTENG-21168. Acesso em: 17 abr. 2026.
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      Reis, E. D., Morais, C. A. G. de, Lahr, F. A. R., Christoforo, A. L., & Bertolini, M. da S. (2026). Eco-friendly acoustic particleboards: blend of wood, tire rubber, and bio-based polyurethane. Journal of Materials in Civil Engineering, 38( 5), 1-19. doi:10.1061/JMCEE7.MTENG-21168
    • NLM

      Reis ED, Morais CAG de, Lahr FAR, Christoforo AL, Bertolini M da S. Eco-friendly acoustic particleboards: blend of wood, tire rubber, and bio-based polyurethane [Internet]. Journal of Materials in Civil Engineering. 2026 ; 38( 5): 1-19.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1061/JMCEE7.MTENG-21168
    • Vancouver

      Reis ED, Morais CAG de, Lahr FAR, Christoforo AL, Bertolini M da S. Eco-friendly acoustic particleboards: blend of wood, tire rubber, and bio-based polyurethane [Internet]. Journal of Materials in Civil Engineering. 2026 ; 38( 5): 1-19.[citado 2026 abr. 17 ] Available from: http://dx.doi.org/10.1061/JMCEE7.MTENG-21168
  • Unidade: EP

    Subjects: DINÂMICA DAS ESTRUTURAS, ESTRUTURAS, VIBRAÇÕES, MÉTODO DOS ELEMENTOS FINITOS

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      ALVES, Marcílio. Impact engineering: fundamentals, experiments, nonlinear finite elements. . Boca Raton: CRC Press. . Acesso em: 17 abr. 2026. , 2025
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      Alves, M. (2025). Impact engineering: fundamentals, experiments, nonlinear finite elements. Boca Raton: CRC Press. doi:10.1201/9781003485292
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      Alves M. Impact engineering: fundamentals, experiments, nonlinear finite elements. 2025 ;[citado 2026 abr. 17 ]
    • Vancouver

      Alves M. Impact engineering: fundamentals, experiments, nonlinear finite elements. 2025 ;[citado 2026 abr. 17 ]

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