Filtros : "Indexado no Compendex" "EESC-SET" Removidos: "MÉTODOS NUMÉRICOS" "New York University" "Financiado pelo U.S. Air Force Office of Scientific Research, United States under contract number FA9550-20-1-0296" Limpar

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  • Source: International Journal of Geosynthetics and Ground Engineering. Unidades: EESC, EP

    Subjects: BARRAGENS DE TERRA, TRANSIENTES HIDRÁULICOS, BARRAGENS DE TERRA, PRECIPITAÇÃO ATMOSFÉRICA, ESTRUTURAS

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      TORRICO SIACARA, Adrian et al. Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, v. 10, p. 1-17, 2024Tradução . . Disponível em: https://dx.doi.org/10.1007/s40891-024-00571-1. Acesso em: 15 out. 2024.
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      Torrico Siacara, A., Napa-García, G. F., Beck, A. T., & Futai, M. M. (2024). Reliability analysis of an earth dam under rainfall effects. International Journal of Geosynthetics and Ground Engineering, 10, 1-17. doi:10.1007/s40891-024-00571-1
    • NLM

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 out. 15 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
    • Vancouver

      Torrico Siacara A, Napa-García GF, Beck AT, Futai MM. Reliability analysis of an earth dam under rainfall effects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 out. 15 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: MATERIAIS POROSOS, MÉTODO DOS ELEMENTOS FINITOS

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      SANTOS, Wanderson Ferreira dos e FERREIRA, Ayrton Ribeiro e PROENÇA, Sérgio Persival Baroncini. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 44, p. 1-17, 2022Tradução . . Disponível em: https://dx.doi.org/10.1007/s40430-022-03483-1. Acesso em: 15 out. 2024.
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      Santos, W. F. dos, Ferreira, A. R., & Proença, S. P. B. (2022). Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 44, 1-17. doi:10.1007/s40430-022-03483-1
    • NLM

      Santos WF dos, Ferreira AR, Proença SPB. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2022 ; 44 1-17.[citado 2024 out. 15 ] Available from: https://dx.doi.org/10.1007/s40430-022-03483-1
    • Vancouver

      Santos WF dos, Ferreira AR, Proença SPB. Complete geometric representation of yield surfaces for porous ductile media by a 3D computational homogenization approach: an assessment of the Gurson yield criterion [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2022 ; 44 1-17.[citado 2024 out. 15 ] Available from: https://dx.doi.org/10.1007/s40430-022-03483-1
  • Source: Engineering Fracture Mechanics. Unidade: EESC

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

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      PICÓN, Ricardo A. et al. Modeling of localization using Nash variational formulations: The extended damage mechanics. Engineering Fracture Mechanics, v. 258, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2021.108083. Acesso em: 15 out. 2024.
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      Picón, R. A., Santos, D. M., Teles, D. V. C., Amorim, D. L. N. F., Xuhong, Z., Yongtao, B., et al. (2021). Modeling of localization using Nash variational formulations: The extended damage mechanics. Engineering Fracture Mechanics, 258, 1-17. doi:10.1016/j.engfracmech.2021.108083
    • NLM

      Picón RA, Santos DM, Teles DVC, Amorim DLNF, Xuhong Z, Yongtao B, Proença SPB, Flórez López J. Modeling of localization using Nash variational formulations: The extended damage mechanics [Internet]. Engineering Fracture Mechanics. 2021 ; 258 1-17.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.engfracmech.2021.108083
    • Vancouver

      Picón RA, Santos DM, Teles DVC, Amorim DLNF, Xuhong Z, Yongtao B, Proença SPB, Flórez López J. Modeling of localization using Nash variational formulations: The extended damage mechanics [Internet]. Engineering Fracture Mechanics. 2021 ; 258 1-17.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.engfracmech.2021.108083
  • Source: Engineering Fracture Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, FADIGA DAS ESTRUTURAS

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      MAHECHA NUÑEZ, Javier Yesid e LEONEL, Edson Denner e FAXINA, Adalberto Leandro. Fatigue characteristics of modified asphalt binders using fracture mechanics. Engineering Fracture Mechanics, v. 154, p. 1-11, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2016.01.001. Acesso em: 15 out. 2024.
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      Mahecha Nuñez, J. Y., Leonel, E. D., & Faxina, A. L. (2016). Fatigue characteristics of modified asphalt binders using fracture mechanics. Engineering Fracture Mechanics, 154, 1-11. doi:10.1016/j.engfracmech.2016.01.001
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      Mahecha Nuñez JY, Leonel ED, Faxina AL. Fatigue characteristics of modified asphalt binders using fracture mechanics [Internet]. Engineering Fracture Mechanics. 2016 ; 154 1-11.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.engfracmech.2016.01.001
    • Vancouver

      Mahecha Nuñez JY, Leonel ED, Faxina AL. Fatigue characteristics of modified asphalt binders using fracture mechanics [Internet]. Engineering Fracture Mechanics. 2016 ; 154 1-11.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.engfracmech.2016.01.001
  • Source: Engineering Fracture Mechanics. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MECÂNICA DA FRATURA, FADIGA DAS ESTRUTURAS

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      OLIVEIRA, Hugo Luiz e LEONEL, Edson Denner. Cohesive crack growth modelling based on an alternative nonlinear BEM formulation. Engineering Fracture Mechanics, v. 111, p. 89-97, 2013Tradução . . Disponível em: https://doi.org/10.1016/j.engfracmech.2013.09.003. Acesso em: 15 out. 2024.
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      Oliveira, H. L., & Leonel, E. D. (2013). Cohesive crack growth modelling based on an alternative nonlinear BEM formulation. Engineering Fracture Mechanics, 111, 89-97. doi:10.1016/j.engfracmech.2013.09.003
    • NLM

      Oliveira HL, Leonel ED. Cohesive crack growth modelling based on an alternative nonlinear BEM formulation [Internet]. Engineering Fracture Mechanics. 2013 ; 111 89-97.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.engfracmech.2013.09.003
    • Vancouver

      Oliveira HL, Leonel ED. Cohesive crack growth modelling based on an alternative nonlinear BEM formulation [Internet]. Engineering Fracture Mechanics. 2013 ; 111 89-97.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.engfracmech.2013.09.003
  • Source: Wood Research. Unidade: EESC

    Subjects: MADEIRA, VIGAS, ELASTICIDADE DAS ESTRUTURAS

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      CARREIRA, Marcelo Rodrigo e SEGUNDINHO, Pedro Gutemberg de Alcântara e DIAS, Antonio Alves. Determination of the E/G ratio of wood logs using transverse vibration. Wood Research, v. 57, n. 2, p. 207-220, 2012Tradução . . Acesso em: 15 out. 2024.
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      Carreira, M. R., Segundinho, P. G. de A., & Dias, A. A. (2012). Determination of the E/G ratio of wood logs using transverse vibration. Wood Research, 57( 2), 207-220.
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      Carreira MR, Segundinho PG de A, Dias AA. Determination of the E/G ratio of wood logs using transverse vibration. Wood Research. 2012 ; 57( 2): 207-220.[citado 2024 out. 15 ]
    • Vancouver

      Carreira MR, Segundinho PG de A, Dias AA. Determination of the E/G ratio of wood logs using transverse vibration. Wood Research. 2012 ; 57( 2): 207-220.[citado 2024 out. 15 ]
  • Source: Applied Mathematical Modelling. Unidade: EESC

    Subjects: ELASTICIDADE DAS ESTRUTURAS, MÉTODO DE GALERKIN

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      DEUS, Hilbeth Parente Azikri de et al. The Tikhonov regularization method in elastoplasticity. Applied Mathematical Modelling, v. 36, n. 10, p. 4687-4707, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.apm.2011.11.086. Acesso em: 15 out. 2024.
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      Deus, H. P. A. de, Silva Junior, C. R. Á. da, Belo, I. M., & Beck, A. T. (2012). The Tikhonov regularization method in elastoplasticity. Applied Mathematical Modelling, 36( 10), 4687-4707. doi:10.1016/j.apm.2011.11.086
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      Deus HPA de, Silva Junior CRÁ da, Belo IM, Beck AT. The Tikhonov regularization method in elastoplasticity [Internet]. Applied Mathematical Modelling. 2012 ; 36( 10): 4687-4707.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.apm.2011.11.086
    • Vancouver

      Deus HPA de, Silva Junior CRÁ da, Belo IM, Beck AT. The Tikhonov regularization method in elastoplasticity [Internet]. Applied Mathematical Modelling. 2012 ; 36( 10): 4687-4707.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.apm.2011.11.086
  • Source: Advances in Engineering Software. Unidade: EESC

    Subjects: ALGORITMOS GENÉTICOS, MECÂNICA DO DANO

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      VILLALBA MORALES, Jesús Daniel e LAIER, José Elias. Localising and quantifying damage by means of a multi-chromosome genetic algorithm. Advances in Engineering Software, v. 50, p. 150-157, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.advengsoft.2012.02.002. Acesso em: 15 out. 2024.
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      Villalba Morales, J. D., & Laier, J. E. (2012). Localising and quantifying damage by means of a multi-chromosome genetic algorithm. Advances in Engineering Software, 50, 150-157. doi:10.1016/j.advengsoft.2012.02.002
    • NLM

      Villalba Morales JD, Laier JE. Localising and quantifying damage by means of a multi-chromosome genetic algorithm [Internet]. Advances in Engineering Software. 2012 ; 50 150-157.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.advengsoft.2012.02.002
    • Vancouver

      Villalba Morales JD, Laier JE. Localising and quantifying damage by means of a multi-chromosome genetic algorithm [Internet]. Advances in Engineering Software. 2012 ; 50 150-157.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.advengsoft.2012.02.002
  • Source: Journal of Constructional Steel Research. Unidade: EESC

    Subjects: VIGAS, CONEXÕES ESTRUTURAIS, PISOS, BARRAS

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      DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Composite connections in slim-floor system: an experimental study. Journal of Constructional Steel Research, v. 68, n. Ja 2012, p. 78-88, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2011.07.006. Acesso em: 15 out. 2024.
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      De Nardin, S., & El Debs, A. L. H. de C. (2012). Composite connections in slim-floor system: an experimental study. Journal of Constructional Steel Research, 68( Ja 2012), 78-88. doi:10.1016/j.jcsr.2011.07.006
    • NLM

      De Nardin S, El Debs ALH de C. Composite connections in slim-floor system: an experimental study [Internet]. Journal of Constructional Steel Research. 2012 ; 68( Ja 2012): 78-88.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.jcsr.2011.07.006
    • Vancouver

      De Nardin S, El Debs ALH de C. Composite connections in slim-floor system: an experimental study [Internet]. Journal of Constructional Steel Research. 2012 ; 68( Ja 2012): 78-88.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.jcsr.2011.07.006
  • Source: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), ESTRUTURAS (OTIMIZAÇÃO)

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      LOPEZ, Rafael Holdorf e BECK, André Teófilo. Reliability-based design optimization strategies based on FORM: a review. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 34, n. 4, p. 506-514, 2012Tradução . . Disponível em: https://doi.org/10.1590/s1678-58782012000400012. Acesso em: 15 out. 2024.
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      Lopez, R. H., & Beck, A. T. (2012). Reliability-based design optimization strategies based on FORM: a review. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 34( 4), 506-514. doi:10.1590/s1678-58782012000400012
    • NLM

      Lopez RH, Beck AT. Reliability-based design optimization strategies based on FORM: a review [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2012 ; 34( 4): 506-514.[citado 2024 out. 15 ] Available from: https://doi.org/10.1590/s1678-58782012000400012
    • Vancouver

      Lopez RH, Beck AT. Reliability-based design optimization strategies based on FORM: a review [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2012 ; 34( 4): 506-514.[citado 2024 out. 15 ] Available from: https://doi.org/10.1590/s1678-58782012000400012
  • Source: Probabilistic Engineering Mechanics. Unidade: EESC

    Subjects: ESTRUTURAS (CONFIABILIDADE), ESTRUTURAS (OTIMIZAÇÃO), RISCO (OTIMIZAÇÃO)

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      BECK, André Teófilo e GOMES, Wellison José de Santana. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty. Probabilistic Engineering Mechanics, v. 28, p. 18-29, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.probengmech.2011.08.007. Acesso em: 15 out. 2024.
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      Beck, A. T., & Gomes, W. J. de S. (2012). A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty. Probabilistic Engineering Mechanics, 28, 18-29. doi:10.1016/j.probengmech.2011.08.007
    • NLM

      Beck AT, Gomes WJ de S. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty [Internet]. Probabilistic Engineering Mechanics. 2012 ; 28 18-29.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.probengmech.2011.08.007
    • Vancouver

      Beck AT, Gomes WJ de S. A comparison of deterministic, reliability-based and risk-based structural optimization under uncertainty [Internet]. Probabilistic Engineering Mechanics. 2012 ; 28 18-29.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.probengmech.2011.08.007
  • Source: Australian Journal of Structural Engineering. Unidade: EESC

    Assunto: ALVENARIA ESTRUTURAL

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      CORREA, Marcio Roberto Silva et al. An experimental and statistical analysis of the flexural bond strength of masonry walls. Australian Journal of Structural Engineering, v. 13, n. 2, p. 139-148, 2012Tradução . . Disponível em: https://doi.org/10.7158/S11-121.2012.13.2. Acesso em: 15 out. 2024.
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      Correa, M. R. S., Masia, M. J., Stewart, M. G., & Heffler, L. M. (2012). An experimental and statistical analysis of the flexural bond strength of masonry walls. Australian Journal of Structural Engineering, 13( 2), 139-148. doi:10.7158/S11-121.2012.13.2
    • NLM

      Correa MRS, Masia MJ, Stewart MG, Heffler LM. An experimental and statistical analysis of the flexural bond strength of masonry walls [Internet]. Australian Journal of Structural Engineering. 2012 ; 13( 2): 139-148.[citado 2024 out. 15 ] Available from: https://doi.org/10.7158/S11-121.2012.13.2
    • Vancouver

      Correa MRS, Masia MJ, Stewart MG, Heffler LM. An experimental and statistical analysis of the flexural bond strength of masonry walls [Internet]. Australian Journal of Structural Engineering. 2012 ; 13( 2): 139-148.[citado 2024 out. 15 ] Available from: https://doi.org/10.7158/S11-121.2012.13.2
  • Source: Structural Concrete. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO ARMADO PRÉ-MOLDADO, LIGAÇÕES VIGA-PILAR

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      AGUIAR, Eduardo Aurélio Barros e BELLUCIO, Ellen Kellen e EL DEBS, Mounir Khalil. Behaviour of grouted dowels used in precast concrete connections. Structural Concrete, v. 13, n. 2, p. 84-94, 2012Tradução . . Disponível em: http://onlinelibrary.wiley.com/doi/10.1002/suco.201100048/abstract. Acesso em: 15 out. 2024.
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      Aguiar, E. A. B., Bellucio, E. K., & El Debs, M. K. (2012). Behaviour of grouted dowels used in precast concrete connections. Structural Concrete, 13( 2), 84-94. doi:10.1002/suco.201100048
    • NLM

      Aguiar EAB, Bellucio EK, El Debs MK. Behaviour of grouted dowels used in precast concrete connections [Internet]. Structural Concrete. 2012 ; 13( 2): 84-94.[citado 2024 out. 15 ] Available from: http://onlinelibrary.wiley.com/doi/10.1002/suco.201100048/abstract
    • Vancouver

      Aguiar EAB, Bellucio EK, El Debs MK. Behaviour of grouted dowels used in precast concrete connections [Internet]. Structural Concrete. 2012 ; 13( 2): 84-94.[citado 2024 out. 15 ] Available from: http://onlinelibrary.wiley.com/doi/10.1002/suco.201100048/abstract
  • Source: Automation in Construction. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, ESTRUTURAS (OTIMIZAÇÃO), ALGORITMOS GENÉTICOS

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      ALBUQUERQUE, Augusto Teixeira de e EL DEBS, Mounir Khalil e MELO, Antônio Macário Cartaxo de. A cost optimization-based design of precast concrete floors using genetic algorithms. Automation in Construction, v. 22, p. 348-356, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.autcon.2011.09.013. Acesso em: 15 out. 2024.
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      Albuquerque, A. T. de, El Debs, M. K., & Melo, A. M. C. de. (2012). A cost optimization-based design of precast concrete floors using genetic algorithms. Automation in Construction, 22, 348-356. doi:10.1016/j.autcon.2011.09.013
    • NLM

      Albuquerque AT de, El Debs MK, Melo AMC de. A cost optimization-based design of precast concrete floors using genetic algorithms [Internet]. Automation in Construction. 2012 ; 22 348-356.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.autcon.2011.09.013
    • Vancouver

      Albuquerque AT de, El Debs MK, Melo AMC de. A cost optimization-based design of precast concrete floors using genetic algorithms [Internet]. Automation in Construction. 2012 ; 22 348-356.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.autcon.2011.09.013
  • Source: International Journal for Numerical Methods in Biomedical Engineering. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO

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      SOUZA, Charlton Okama de e PROENÇA, Sergio Persival Baroncini. A hybrid-Trefftz formulation for plane elasticity with selective enrichment of the approximations. International Journal for Numerical Methods in Biomedical Engineering, v. 27, n. 5, p. 785-804, 2011Tradução . . Disponível em: https://doi.org/10.1002/cnm.1334. Acesso em: 15 out. 2024.
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      Souza, C. O. de, & Proença, S. P. B. (2011). A hybrid-Trefftz formulation for plane elasticity with selective enrichment of the approximations. International Journal for Numerical Methods in Biomedical Engineering, 27( 5), 785-804. doi:10.1002/cnm.1334
    • NLM

      Souza CO de, Proença SPB. A hybrid-Trefftz formulation for plane elasticity with selective enrichment of the approximations [Internet]. International Journal for Numerical Methods in Biomedical Engineering. 2011 ; 27( 5): 785-804.[citado 2024 out. 15 ] Available from: https://doi.org/10.1002/cnm.1334
    • Vancouver

      Souza CO de, Proença SPB. A hybrid-Trefftz formulation for plane elasticity with selective enrichment of the approximations [Internet]. International Journal for Numerical Methods in Biomedical Engineering. 2011 ; 27( 5): 785-804.[citado 2024 out. 15 ] Available from: https://doi.org/10.1002/cnm.1334
  • Source: Finite Elements in Analysis and Design. Unidade: EESC

    Subjects: DINÂMICA DAS ESTRUTURAS, MÉTODO DOS ELEMENTOS FINITOS

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      CODA, Humberto Breves e PACCOLA, Rodrigo Ribeiro. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames. Finite Elements in Analysis and Design, v. 47, n. 4, p. 319-333, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.finel.2010.11.001. Acesso em: 15 out. 2024.
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      Coda, H. B., & Paccola, R. R. (2011). A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames. Finite Elements in Analysis and Design, 47( 4), 319-333. doi:10.1016/j.finel.2010.11.001
    • NLM

      Coda HB, Paccola RR. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames [Internet]. Finite Elements in Analysis and Design. 2011 ; 47( 4): 319-333.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.finel.2010.11.001
    • Vancouver

      Coda HB, Paccola RR. A FEM procedure based on positions and unconstrained vectors applied to non-linear dynamic of 3D frames [Internet]. Finite Elements in Analysis and Design. 2011 ; 47( 4): 319-333.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.finel.2010.11.001
  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: ALVENARIA ESTRUTURAL, ARGAMASSA, AREIA (CLASSIFICAÇÃO)

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      HAACH, Vladimir Guilherme e VASCONCELOS, Graça e LOURENÇO, Paulo Barbosa. Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars. Construction and Building Materials, v. 25, n. 6, p. 2980-2987, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2010.11.011. Acesso em: 15 out. 2024.
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      Haach, V. G., Vasconcelos, G., & Lourenço, P. B. (2011). Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars. Construction and Building Materials, 25( 6), 2980-2987. doi:10.1016/j.conbuildmat.2010.11.011
    • NLM

      Haach VG, Vasconcelos G, Lourenço PB. Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars [Internet]. Construction and Building Materials. 2011 ; 25( 6): 2980-2987.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.conbuildmat.2010.11.011
    • Vancouver

      Haach VG, Vasconcelos G, Lourenço PB. Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars [Internet]. Construction and Building Materials. 2011 ; 25( 6): 2980-2987.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.conbuildmat.2010.11.011
  • Source: Industrial Crops and Products. Unidade: EESC

    Assunto: MADEIRA

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      SILVA, Luis Cláudio Ferreira da e LAHR, Francisco Antonio Rocco e AQUINO, Eve Maria Freire de. The use of lignocellulosic hybrid filler in alternative FGRP configurations. Industrial Crops and Products, v. 33, n. 2, p. 429-435, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.indcrop.2010.10.035. Acesso em: 15 out. 2024.
    • APA

      Silva, L. C. F. da, Lahr, F. A. R., & Aquino, E. M. F. de. (2011). The use of lignocellulosic hybrid filler in alternative FGRP configurations. Industrial Crops and Products, 33( 2), 429-435. doi:10.1016/j.indcrop.2010.10.035
    • NLM

      Silva LCF da, Lahr FAR, Aquino EMF de. The use of lignocellulosic hybrid filler in alternative FGRP configurations [Internet]. Industrial Crops and Products. 2011 ; 33( 2): 429-435.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.indcrop.2010.10.035
    • Vancouver

      Silva LCF da, Lahr FAR, Aquino EMF de. The use of lignocellulosic hybrid filler in alternative FGRP configurations [Internet]. Industrial Crops and Products. 2011 ; 33( 2): 429-435.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.indcrop.2010.10.035
  • Source: Journal of Composite Materials. Unidade: EESC

    Subjects: MATERIAIS COMPÓSITOS, MADEIRA

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    • ABNT

      SILVA, Luis Cláudio Ferreira da e LAHR, Francisco Antonio Rocco e AQUINO, Eve Maria Freire de. Presence of excessive moisture and the damage mechanism in alternative hybrid configurations of GFRP. Journal of Composite Materials, v. 45, n. 3, p. 369-383, 2011Tradução . . Disponível em: https://doi.org/10.1177/0021998310373518. Acesso em: 15 out. 2024.
    • APA

      Silva, L. C. F. da, Lahr, F. A. R., & Aquino, E. M. F. de. (2011). Presence of excessive moisture and the damage mechanism in alternative hybrid configurations of GFRP. Journal of Composite Materials, 45( 3), 369-383. doi:10.1177/0021998310373518
    • NLM

      Silva LCF da, Lahr FAR, Aquino EMF de. Presence of excessive moisture and the damage mechanism in alternative hybrid configurations of GFRP [Internet]. Journal of Composite Materials. 2011 ; 45( 3): 369-383.[citado 2024 out. 15 ] Available from: https://doi.org/10.1177/0021998310373518
    • Vancouver

      Silva LCF da, Lahr FAR, Aquino EMF de. Presence of excessive moisture and the damage mechanism in alternative hybrid configurations of GFRP [Internet]. Journal of Composite Materials. 2011 ; 45( 3): 369-383.[citado 2024 out. 15 ] Available from: https://doi.org/10.1177/0021998310373518
  • Source: Applied Mathematical Modelling. Unidade: EESC

    Subjects: ALGORITMOS, ANÁLISE ESPECTRAL (ANÁLISE DE SÉRIES TEMPORAIS)

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      LAIER, José Elias. Spectral analysis of a high-oder Hermitian algorithm for structural dynamics. Applied Mathematical Modelling, v. 35, n. 2, p. 965-971, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.apm.2010.07.056. Acesso em: 15 out. 2024.
    • APA

      Laier, J. E. (2011). Spectral analysis of a high-oder Hermitian algorithm for structural dynamics. Applied Mathematical Modelling, 35( 2), 965-971. doi:10.1016/j.apm.2010.07.056
    • NLM

      Laier JE. Spectral analysis of a high-oder Hermitian algorithm for structural dynamics [Internet]. Applied Mathematical Modelling. 2011 ; 35( 2): 965-971.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.apm.2010.07.056
    • Vancouver

      Laier JE. Spectral analysis of a high-oder Hermitian algorithm for structural dynamics [Internet]. Applied Mathematical Modelling. 2011 ; 35( 2): 965-971.[citado 2024 out. 15 ] Available from: https://doi.org/10.1016/j.apm.2010.07.056

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