Filtros : "Indexado no Inspec" "EESC-SET" Removidos: "Clínica Médica" "PINOTTI, HENRIQUE WALTER" "República de Kiribati" "Financiado pela FAEPA" 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 efects. 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: 11 jul. 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 efects. 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 efects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 jul. 11 ] 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 efects [Internet]. International Journal of Geosynthetics and Ground Engineering. 2024 ; 10 1-17.[citado 2024 jul. 11 ] Available from: https://dx.doi.org/10.1007/s40891-024-00571-1
  • Source: Buildings. Unidade: EESC

    Subjects: TRELIÇAS, MADEIRA, ESTRUTURAS

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      MORAES, Matheus Henrique Morato de et al. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm. Buildings, v. 13, n. 8, p. 1-36, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13081946. Acesso em: 11 jul. 2024.
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      Moraes, M. H. M. de, Fraga, I. F., Menezes, I. S., Lahr, F. A. R., Panzera, T. H., Freire, R. T. S., et al. (2023). Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm. Buildings, 13( 8), 1-36. doi:10.3390/buildings13081946
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      Moraes MHM de, Fraga IF, Menezes IS, Lahr FAR, Panzera TH, Freire RTS, Dias AMPG, Santos HF dos, Faustino E, Pereira Junior WM, Christoforo AL. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm [Internet]. Buildings. 2023 ; 13( 8): 1-36.[citado 2024 jul. 11 ] Available from: https://doi.org/10.3390/buildings13081946
    • Vancouver

      Moraes MHM de, Fraga IF, Menezes IS, Lahr FAR, Panzera TH, Freire RTS, Dias AMPG, Santos HF dos, Faustino E, Pereira Junior WM, Christoforo AL. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm [Internet]. Buildings. 2023 ; 13( 8): 1-36.[citado 2024 jul. 11 ] Available from: https://doi.org/10.3390/buildings13081946
  • Source: Buildings. Unidade: EESC

    Subjects: MÉTODO DE MONTE CARLO, ESTRUTURAS DE CONCRETO ARMADO, ESTRUTURAS

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      FELIX, Emerson Felipe et al. A Monte Carlo-based approach to assess the reinforcement depassivation probability of RC structures: simulation and analysis. Buildings, v. 13, n. 4, p. 1-21, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13040993. Acesso em: 11 jul. 2024.
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      Felix, E. F., Falcão, I. da S., Santos, L. G. dos, Carrazedo, R., & Possan, E. (2023). A Monte Carlo-based approach to assess the reinforcement depassivation probability of RC structures: simulation and analysis. Buildings, 13( 4), 1-21. doi:10.3390/buildings13040993
    • NLM

      Felix EF, Falcão I da S, Santos LG dos, Carrazedo R, Possan E. A Monte Carlo-based approach to assess the reinforcement depassivation probability of RC structures: simulation and analysis [Internet]. Buildings. 2023 ; 13( 4): 1-21.[citado 2024 jul. 11 ] Available from: https://doi.org/10.3390/buildings13040993
    • Vancouver

      Felix EF, Falcão I da S, Santos LG dos, Carrazedo R, Possan E. A Monte Carlo-based approach to assess the reinforcement depassivation probability of RC structures: simulation and analysis [Internet]. Buildings. 2023 ; 13( 4): 1-21.[citado 2024 jul. 11 ] Available from: https://doi.org/10.3390/buildings13040993
  • Source: Buildings. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, PILARES, ESTRUTURAS

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      GOMES, Arthur Filipe Freire et al. Influence of opening type in axially compressed castellated columns. Buildings, v. 13, n. 7, p. 1-20, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13071851. Acesso em: 11 jul. 2024.
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      Gomes, A. F. F., Mesquita, L. C., Rodrigues, E. F. C., Arroyo, F. N., Aquino, V. B. de M., Santos, H. F. dos, et al. (2023). Influence of opening type in axially compressed castellated columns. Buildings, 13( 7), 1-20. doi:10.3390/buildings13071851
    • NLM

      Gomes AFF, Mesquita LC, Rodrigues EFC, Arroyo FN, Aquino VB de M, Santos HF dos, Panzera TH, Lahr FAR, Chahud E, Branco LAMN, Christoforo AL. Influence of opening type in axially compressed castellated columns [Internet]. Buildings. 2023 ; 13( 7): 1-20.[citado 2024 jul. 11 ] Available from: https://doi.org/10.3390/buildings13071851
    • Vancouver

      Gomes AFF, Mesquita LC, Rodrigues EFC, Arroyo FN, Aquino VB de M, Santos HF dos, Panzera TH, Lahr FAR, Chahud E, Branco LAMN, Christoforo AL. Influence of opening type in axially compressed castellated columns [Internet]. Buildings. 2023 ; 13( 7): 1-20.[citado 2024 jul. 11 ] Available from: https://doi.org/10.3390/buildings13071851
  • 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: 11 jul. 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 jul. 11 ] 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 jul. 11 ] Available from: https://dx.doi.org/10.1007/s40430-022-03483-1
  • Source: Key Engineering Materials. Unidades: EESC, FZEA

    Subjects: POLPA DE MADEIRA, FIBROCIMENTO

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      TONOLI, Gustavo Henrique Denzin et al. Processing changes of cement based composites reinforced with silane and isocyanate Eucalyptus modified fibres. Key Engineering Materials, v. 517, p. 437-449, 2012Tradução . . Disponível em: https://doi.org/10.4028/www.scientific.net/KEM.517.437. Acesso em: 11 jul. 2024.
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      Tonoli, G. H. D., Belgacem, M. N., Siqueira, G., Bras, J., Mendes, L. M., Lahr, F. A. R., & Savastano Júnior, H. (2012). Processing changes of cement based composites reinforced with silane and isocyanate Eucalyptus modified fibres. Key Engineering Materials, 517, 437-449. doi:10.4028/www.scientific.net/KEM.517.437
    • NLM

      Tonoli GHD, Belgacem MN, Siqueira G, Bras J, Mendes LM, Lahr FAR, Savastano Júnior H. Processing changes of cement based composites reinforced with silane and isocyanate Eucalyptus modified fibres [Internet]. Key Engineering Materials. 2012 ; 517 437-449.[citado 2024 jul. 11 ] Available from: https://doi.org/10.4028/www.scientific.net/KEM.517.437
    • Vancouver

      Tonoli GHD, Belgacem MN, Siqueira G, Bras J, Mendes LM, Lahr FAR, Savastano Júnior H. Processing changes of cement based composites reinforced with silane and isocyanate Eucalyptus modified fibres [Internet]. Key Engineering Materials. 2012 ; 517 437-449.[citado 2024 jul. 11 ] Available from: https://doi.org/10.4028/www.scientific.net/KEM.517.437
  • 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: 11 jul. 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 jul. 11 ] 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 jul. 11 ] Available from: https://doi.org/10.1016/j.jcsr.2011.07.006
  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: PLACAS METÁLICAS, CHAPAS, CONEXÕES ESTRUTURAIS

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      MIOTTO, José Luiz e DIAS, Antonio Alves. Evaluation of perforated steel plates as connection in glulam-concrete composite structures. Construction and Building Materials, v. 28, n. 1, p. 216-223, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2011.08.045. Acesso em: 11 jul. 2024.
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      Miotto, J. L., & Dias, A. A. (2012). Evaluation of perforated steel plates as connection in glulam-concrete composite structures. Construction and Building Materials, 28( 1), 216-223. doi:10.1016/j.conbuildmat.2011.08.045
    • NLM

      Miotto JL, Dias AA. Evaluation of perforated steel plates as connection in glulam-concrete composite structures [Internet]. Construction and Building Materials. 2012 ; 28( 1): 216-223.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.conbuildmat.2011.08.045
    • Vancouver

      Miotto JL, Dias AA. Evaluation of perforated steel plates as connection in glulam-concrete composite structures [Internet]. Construction and Building Materials. 2012 ; 28( 1): 216-223.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.conbuildmat.2011.08.045
  • Source: Engineering Analysis with Boundary Elements. Unidade: EESC

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

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      LEONEL, Edson Denner e CHATEAUNEUF, Alaa e VENTURINI, Wilson Sérgio. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems. Engineering Analysis with Boundary Elements, v. 36, n. 6, p. 944-959, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2011.12.016. Acesso em: 11 jul. 2024.
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      Leonel, E. D., Chateauneuf, A., & Venturini, W. S. (2012). Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems. Engineering Analysis with Boundary Elements, 36( 6), 944-959. doi:10.1016/j.enganabound.2011.12.016
    • NLM

      Leonel ED, Chateauneuf A, Venturini WS. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 6): 944-959.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.enganabound.2011.12.016
    • Vancouver

      Leonel ED, Chateauneuf A, Venturini WS. Probabilistic crack growth analyses using a boundary element model: applications in linear elastic fracture and fatigue problems [Internet]. Engineering Analysis with Boundary Elements. 2012 ; 36( 6): 944-959.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.enganabound.2011.12.016
  • Source: Key Engineering Materials. Unidades: FZEA, EESC

    Subjects: CIMENTO PORTLAND, FIBRAS VEGETAIS (PROPRIEDADES MECÂNICAS), MATERIAIS DE CONSTRUÇÃO

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      TEIXEIRA, Ronaldo Soares et al. Extruded cement based composites reinforced with sugar cane bagasse fibres. Key Engineering Materials, v. 517, p. 450-457, 2012Tradução . . Disponível em: https://doi.org/10.4028/www.scientific.net/KEM.517.450. Acesso em: 11 jul. 2024.
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      Teixeira, R. S., Tonoli, G. H. D., Santos, S. F. dos, Fiorelli, J., Savastano Júnior, H., & Lahr, F. A. R. (2012). Extruded cement based composites reinforced with sugar cane bagasse fibres. Key Engineering Materials, 517, 450-457. doi:10.4028/www.scientific.net/KEM.517.450
    • NLM

      Teixeira RS, Tonoli GHD, Santos SF dos, Fiorelli J, Savastano Júnior H, Lahr FAR. Extruded cement based composites reinforced with sugar cane bagasse fibres [Internet]. Key Engineering Materials. 2012 ; 517 450-457.[citado 2024 jul. 11 ] Available from: https://doi.org/10.4028/www.scientific.net/KEM.517.450
    • Vancouver

      Teixeira RS, Tonoli GHD, Santos SF dos, Fiorelli J, Savastano Júnior H, Lahr FAR. Extruded cement based composites reinforced with sugar cane bagasse fibres [Internet]. Key Engineering Materials. 2012 ; 517 450-457.[citado 2024 jul. 11 ] Available from: https://doi.org/10.4028/www.scientific.net/KEM.517.450
  • 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: 11 jul. 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 jul. 11 ] 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 jul. 11 ] 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: 11 jul. 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 jul. 11 ] 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 jul. 11 ] 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: 11 jul. 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 jul. 11 ] 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 jul. 11 ] 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: 11 jul. 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 jul. 11 ] 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 jul. 11 ] Available from: https://doi.org/10.1016/j.autcon.2011.09.013
  • Source: Construction and Building Materials. Unidade: EESC

    Subjects: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, CONCRETO ARMADO, ALVENARIA ARMADA

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      HAACH, Vladimir Guilherme e VASCONCELOS, Graça e LOURENÇO, Paulo José Brandão Barbosa. Experimental analysis of reinforced concrete block masonry spandrels using pre-fabricated planar trussed bars. Construction and Building Materials, v. 26, n. Ja 2012, p. 156-166, 2012Tradução . . Disponível em: https://doi.org/10.1016/j.conbuildmat.2011.06.005. Acesso em: 11 jul. 2024.
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      Haach, V. G., Vasconcelos, G., & Lourenço, P. J. B. B. (2012). Experimental analysis of reinforced concrete block masonry spandrels using pre-fabricated planar trussed bars. Construction and Building Materials, 26( Ja 2012), 156-166. doi:10.1016/j.conbuildmat.2011.06.005
    • NLM

      Haach VG, Vasconcelos G, Lourenço PJBB. Experimental analysis of reinforced concrete block masonry spandrels using pre-fabricated planar trussed bars [Internet]. Construction and Building Materials. 2012 ; 26( Ja 2012): 156-166.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.conbuildmat.2011.06.005
    • Vancouver

      Haach VG, Vasconcelos G, Lourenço PJBB. Experimental analysis of reinforced concrete block masonry spandrels using pre-fabricated planar trussed bars [Internet]. Construction and Building Materials. 2012 ; 26( Ja 2012): 156-166.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.conbuildmat.2011.06.005
  • 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: 11 jul. 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 jul. 11 ] 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 jul. 11 ] 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: 11 jul. 2024.
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      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 jul. 11 ] 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 jul. 11 ] 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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      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: 11 jul. 2024.
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      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 jul. 11 ] 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 jul. 11 ] Available from: https://doi.org/10.1177/0021998310373518
  • Source: Structural Safety. Unidade: EESC

    Subjects: SEGURANÇA ESTRUTURAL, ACOPLAGEM, MÉTODO DOS ELEMENTOS DE CONTORNO

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      LEONEL, Edson Denner e BECK, André Teófilo e VENTURINI, Wilson Sergio. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems. Structural Safety, v. 33, n. 4-5, p. 261-274, 2011Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2011.04.001. Acesso em: 11 jul. 2024.
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      Leonel, E. D., Beck, A. T., & Venturini, W. S. (2011). On the performance of response surface and direct coupling approaches in solution of random crack propagation problems. Structural Safety, 33( 4-5), 261-274. doi:10.1016/j.strusafe.2011.04.001
    • NLM

      Leonel ED, Beck AT, Venturini WS. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems [Internet]. Structural Safety. 2011 ; 33( 4-5): 261-274.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.strusafe.2011.04.001
    • Vancouver

      Leonel ED, Beck AT, Venturini WS. On the performance of response surface and direct coupling approaches in solution of random crack propagation problems [Internet]. Structural Safety. 2011 ; 33( 4-5): 261-274.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1016/j.strusafe.2011.04.001
  • Source: Journal of Thermal Analysis and Calorimetry. Unidade: EESC

    Subjects: RADIAÇÃO GAMA (EFEITOS), MADEIRA, PATRIMÔNIO CULTURAL

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      SEVERIANO, Lucio Cesar et al. Evaluation of the effects of gamma radiation on thermal properties of wood species used in brazilian artistic and cultural heritage. Journal of Thermal Analysis and Calorimetry, v. 106, n. 3, p. 783-786, 2011Tradução . . Disponível em: https://doi.org/10.1007/s10973-011-1840-y. Acesso em: 11 jul. 2024.
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      Severiano, L. C., Lahr, F. A. R., Bardi, M. A. G., & Machado, L. D. B. (2011). Evaluation of the effects of gamma radiation on thermal properties of wood species used in brazilian artistic and cultural heritage. Journal of Thermal Analysis and Calorimetry, 106( 3), 783-786. doi:10.1007/s10973-011-1840-y
    • NLM

      Severiano LC, Lahr FAR, Bardi MAG, Machado LDB. Evaluation of the effects of gamma radiation on thermal properties of wood species used in brazilian artistic and cultural heritage [Internet]. Journal of Thermal Analysis and Calorimetry. 2011 ; 106( 3): 783-786.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10973-011-1840-y
    • Vancouver

      Severiano LC, Lahr FAR, Bardi MAG, Machado LDB. Evaluation of the effects of gamma radiation on thermal properties of wood species used in brazilian artistic and cultural heritage [Internet]. Journal of Thermal Analysis and Calorimetry. 2011 ; 106( 3): 783-786.[citado 2024 jul. 11 ] Available from: https://doi.org/10.1007/s10973-011-1840-y

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