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  • Source: Materials and Structures. Unidades: EESC, EP

    Subjects: LIGANTES, ASFALTO, REOLOGIA, PAVIMENTAÇÃO ASFÁLTICA

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    • ABNT

      DOMINGOS, Matheus David Inocente e FAXINA, Adalberto Leandro e BERNUCCI, Liedi Légi Bariani. Rutting behavior and rheological modeling of EVA-modified binders in the mixture and binder scales. Materials and Structures, v. 52, n. 2, p. 1-13, 2019Tradução . . Disponível em: https://link.springer.com/content/pdf/10.1617%2Fs11527-019-1335-z.pdf. Acesso em: 06 jul. 2022.
    • APA

      Domingos, M. D. I., Faxina, A. L., & Bernucci, L. L. B. (2019). Rutting behavior and rheological modeling of EVA-modified binders in the mixture and binder scales. Materials and Structures, 52( 2), 1-13. doi:10.1617/s11527-019-1335-z
    • NLM

      Domingos MDI, Faxina AL, Bernucci LLB. Rutting behavior and rheological modeling of EVA-modified binders in the mixture and binder scales [Internet]. Materials and Structures. 2019 ; 52( 2): 1-13.[citado 2022 jul. 06 ] Available from: https://link.springer.com/content/pdf/10.1617%2Fs11527-019-1335-z.pdf
    • Vancouver

      Domingos MDI, Faxina AL, Bernucci LLB. Rutting behavior and rheological modeling of EVA-modified binders in the mixture and binder scales [Internet]. Materials and Structures. 2019 ; 52( 2): 1-13.[citado 2022 jul. 06 ] Available from: https://link.springer.com/content/pdf/10.1617%2Fs11527-019-1335-z.pdf
  • Source: Materials and Structures. Unidade: FZEA

    Subjects: MADEIRA, CIMENTO PORTLAND, CIMENTO REFORÇADO COM FIBRAS, MATERIAIS COMPÓSITOS

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    • ABNT

      CABRAL, Matheus Roberto et al. Evaluation of accelerated carbonation curing in cementbonded balsa particleboard. Materials and Structures, v. 51, p. 1-14, 2018Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-018-1179-y. Acesso em: 06 jul. 2022.
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      Cabral, M. R., Nakanishi, E. Y., Santos, V. dos, Gauss, C., Santos, S. F. dos, & Fiorelli, J. (2018). Evaluation of accelerated carbonation curing in cementbonded balsa particleboard. Materials and Structures, 51, 1-14. doi:10.1617/s11527-018-1179-y
    • NLM

      Cabral MR, Nakanishi EY, Santos V dos, Gauss C, Santos SF dos, Fiorelli J. Evaluation of accelerated carbonation curing in cementbonded balsa particleboard [Internet]. Materials and Structures. 2018 ; 51 1-14.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-018-1179-y
    • Vancouver

      Cabral MR, Nakanishi EY, Santos V dos, Gauss C, Santos SF dos, Fiorelli J. Evaluation of accelerated carbonation curing in cementbonded balsa particleboard [Internet]. Materials and Structures. 2018 ; 51 1-14.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-018-1179-y
  • Source: Materials and Structures. Unidades: IAU, EP

    Subjects: DEMOLIÇÃO, RESÍDUOS DE CONSTRUÇÃO, ENTULHO RECICLADO, CONCRETO

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      DAMINELI, Bruno Luís et al. Rapid method for measuring the water absorption of recycled aggregates. Materials and Structures, v. 49, n. 10, p. 4069-4084, 2016Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-015-0773-5. Acesso em: 06 jul. 2022.
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      Damineli, B. L., Quattrone, M., Angulo, S. C., Taqueda, M. E. S., & John, V. M. (2016). Rapid method for measuring the water absorption of recycled aggregates. Materials and Structures, 49( 10), 4069-4084. doi:10.1617/s11527-015-0773-5
    • NLM

      Damineli BL, Quattrone M, Angulo SC, Taqueda MES, John VM. Rapid method for measuring the water absorption of recycled aggregates [Internet]. Materials and Structures. 2016 ; 49( 10): 4069-4084.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-015-0773-5
    • Vancouver

      Damineli BL, Quattrone M, Angulo SC, Taqueda MES, John VM. Rapid method for measuring the water absorption of recycled aggregates [Internet]. Materials and Structures. 2016 ; 49( 10): 4069-4084.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-015-0773-5
  • Source: Materials and Structures. Unidade: EP

    Subjects: PAVIMENTAÇÃO ASFÁLTICA, CIMENTO PORTLAND, INFRAESTRUTURA DE TRANSPORTES

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    • ABNT

      BESSA, Iuri Sidney et al. Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation. Materials and Structures, v. 49, n. 7, p. 2669–2680, 2016Tradução . . Disponível em: https://link.springer.com/article/10.1617%2Fs11527-015-0675-6. Acesso em: 06 jul. 2022.
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      Bessa, I. S., Aranha, A. L., Vasconcelos, K., Silva, A. H. M. da, & Bernucci, L. L. B. (2016). Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation. Materials and Structures, 49( 7), 2669–2680. doi:10.1617/s11527-015-0675-6
    • NLM

      Bessa IS, Aranha AL, Vasconcelos K, Silva AHM da, Bernucci LLB. Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation [Internet]. Materials and Structures. 2016 ; 49( 7): 2669–2680.[citado 2022 jul. 06 ] Available from: https://link.springer.com/article/10.1617%2Fs11527-015-0675-6
    • Vancouver

      Bessa IS, Aranha AL, Vasconcelos K, Silva AHM da, Bernucci LLB. Laboratory and field evaluation of recycled unbound layers with cement for use in asphalt pavement rehabilitation [Internet]. Materials and Structures. 2016 ; 49( 7): 2669–2680.[citado 2022 jul. 06 ] Available from: https://link.springer.com/article/10.1617%2Fs11527-015-0675-6
  • Source: Materials and Structures. Unidade: EESC

    Subjects: REOLOGIA (ANÁLISE), ÁCIDO FOSFÓRICO, ASFALTO

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    • ABNT

      DOMINGOS, Matheus David Inocente e FAXINA, Adalberto Leandro. Rheological analysis of asphalt binders modified with Elvaloy® terpolymer and polyphosphoric acid on the multiple stress creep and recovery test. Materials and Structures, v. 48, n. 5, p. 1405-1416, 2015Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-013-0242-y. Acesso em: 06 jul. 2022.
    • APA

      Domingos, M. D. I., & Faxina, A. L. (2015). Rheological analysis of asphalt binders modified with Elvaloy® terpolymer and polyphosphoric acid on the multiple stress creep and recovery test. Materials and Structures, 48( 5), 1405-1416. doi:10.1617/s11527-013-0242-y
    • NLM

      Domingos MDI, Faxina AL. Rheological analysis of asphalt binders modified with Elvaloy® terpolymer and polyphosphoric acid on the multiple stress creep and recovery test [Internet]. Materials and Structures. 2015 ; 48( 5): 1405-1416.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-013-0242-y
    • Vancouver

      Domingos MDI, Faxina AL. Rheological analysis of asphalt binders modified with Elvaloy® terpolymer and polyphosphoric acid on the multiple stress creep and recovery test [Internet]. Materials and Structures. 2015 ; 48( 5): 1405-1416.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-013-0242-y
  • Source: Materials and Structures. Unidade: EESC

    Subjects: LIGAÇÕES VIGA-PILAR, ESTRUTURAS MISTAS, CONEXÕES ESTRUTURAIS

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    • ABNT

      KATAOKA, Marcela Novischi e EL DEBS, Ana Lúcia Homce de Cresce. Beam-column composite connections under cyclic loading: an experimental study. Materials and Structures, v. 48, n. 4, p. 929-946, 2015Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-013-0204-4. Acesso em: 06 jul. 2022.
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      Kataoka, M. N., & El Debs, A. L. H. de C. (2015). Beam-column composite connections under cyclic loading: an experimental study. Materials and Structures, 48( 4), 929-946. doi:10.1617/s11527-013-0204-4
    • NLM

      Kataoka MN, El Debs ALH de C. Beam-column composite connections under cyclic loading: an experimental study [Internet]. Materials and Structures. 2015 ; 48( 4): 929-946.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-013-0204-4
    • Vancouver

      Kataoka MN, El Debs ALH de C. Beam-column composite connections under cyclic loading: an experimental study [Internet]. Materials and Structures. 2015 ; 48( 4): 929-946.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-013-0204-4
  • Source: Materials and Structures. Unidade: EP

    Subject: ASFALTO

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    • ABNT

      GENNESSEAUX, Manuela de Mesquita Lopes et al. Durability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scaleDurability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scale. Materials and Structures, v. 48, n. 12, p. 3937–3948, 2015Tradução . . Disponível em: https://link.springer.com/article/10.1617%2Fs11527-014-0454-9. Acesso em: 06 jul. 2022.
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      Gennesseaux, M. de M. L., Gabet, T., Bernucci, L. L. B., & Mouillet, V. (2015). Durability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scaleDurability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scale. Materials and Structures, 48( 12), 3937–3948. doi:10.1617/s11527-014-0454-9
    • NLM

      Gennesseaux M de ML, Gabet T, Bernucci LLB, Mouillet V. Durability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scaleDurability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scale [Internet]. Materials and Structures. 2015 ; 48( 12): 3937–3948.[citado 2022 jul. 06 ] Available from: https://link.springer.com/article/10.1617%2Fs11527-014-0454-9
    • Vancouver

      Gennesseaux M de ML, Gabet T, Bernucci LLB, Mouillet V. Durability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scaleDurability of hot and warm asphalt mixtures containing high rates of reclaimed asphalt at laboratory scale [Internet]. Materials and Structures. 2015 ; 48( 12): 3937–3948.[citado 2022 jul. 06 ] Available from: https://link.springer.com/article/10.1617%2Fs11527-014-0454-9
  • Source: Materials and Structures. Unidades: FZEA, EESC

    Subjects: SISAL, POLPA, CIMENTO PORTLAND, POLÍMEROS (MATERIAIS)

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      TEIXEIRA, Ronaldo Soares et al. Different ageing conditions on cementitious roofing tiles reinforced with alternative vegetable and synthetic fibres. Materials and Structures, v. 47, n. 3, p. 433-446, 2014Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-013-0070-0. Acesso em: 06 jul. 2022.
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      Teixeira, R. S., Tonoli, G. H. D., Santos, S. F. dos, Savastano Júnior, H., Protásio, T. P., Toro, E. F., et al. (2014). Different ageing conditions on cementitious roofing tiles reinforced with alternative vegetable and synthetic fibres. Materials and Structures, 47( 3), 433-446. doi:10.1617/s11527-013-0070-0
    • NLM

      Teixeira RS, Tonoli GHD, Santos SF dos, Savastano Júnior H, Protásio TP, Toro EF, Maldonado J, Lahr FAR, Delvasto S. Different ageing conditions on cementitious roofing tiles reinforced with alternative vegetable and synthetic fibres [Internet]. Materials and Structures. 2014 ; 47( 3): 433-446.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-013-0070-0
    • Vancouver

      Teixeira RS, Tonoli GHD, Santos SF dos, Savastano Júnior H, Protásio TP, Toro EF, Maldonado J, Lahr FAR, Delvasto S. Different ageing conditions on cementitious roofing tiles reinforced with alternative vegetable and synthetic fibres [Internet]. Materials and Structures. 2014 ; 47( 3): 433-446.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-013-0070-0
  • Source: Materials and Structures. Unidades: FZEA, EESC

    Subjects: VIGAS DE REFORÇO, POLÍMEROS (MATERIAIS)

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      FIORELLI, Juliano e DIAS, Antonio Alves. Glulam beams reinforced with FRP externally-bonded: theoretical and experimental evaluation. Materials and Structures, v. 44, n. 8, p. 1431-1440, 2011Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-011-9708-y. Acesso em: 06 jul. 2022.
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      Fiorelli, J., & Dias, A. A. (2011). Glulam beams reinforced with FRP externally-bonded: theoretical and experimental evaluation. Materials and Structures, 44( 8), 1431-1440. doi:10.1617/s11527-011-9708-y
    • NLM

      Fiorelli J, Dias AA. Glulam beams reinforced with FRP externally-bonded: theoretical and experimental evaluation [Internet]. Materials and Structures. 2011 ; 44( 8): 1431-1440.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-011-9708-y
    • Vancouver

      Fiorelli J, Dias AA. Glulam beams reinforced with FRP externally-bonded: theoretical and experimental evaluation [Internet]. Materials and Structures. 2011 ; 44( 8): 1431-1440.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-011-9708-y
  • Source: Materials and Structures. Unidade: EP

    Subjects: MATERIAIS DE CONSTRUÇÃO (CLASSIFICAÇÃO), AGREGADOS (RECICLAGEM), CONCRETO (COMPORTAMENTO ESTRUTURAL)

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      ANGULO, Sérgio Cirelli et al. On the classification of mixed construction and demolition waste aggregate by porosity and its impact on the mechanical performance of concrete. Materials and Structures, v. 43, n. 4, p. 519-528, 2010Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-009-9508-9. Acesso em: 06 jul. 2022.
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      Angulo, S. C., Carrijo, P. M., Figueiredo, A. D. de, & Chaves, A. P. (2010). On the classification of mixed construction and demolition waste aggregate by porosity and its impact on the mechanical performance of concrete. Materials and Structures, 43( 4), 519-528. doi:10.1617/s11527-009-9508-9
    • NLM

      Angulo SC, Carrijo PM, Figueiredo AD de, Chaves AP. On the classification of mixed construction and demolition waste aggregate by porosity and its impact on the mechanical performance of concrete [Internet]. Materials and Structures. 2010 ;43( 4): 519-528.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-009-9508-9
    • Vancouver

      Angulo SC, Carrijo PM, Figueiredo AD de, Chaves AP. On the classification of mixed construction and demolition waste aggregate by porosity and its impact on the mechanical performance of concrete [Internet]. Materials and Structures. 2010 ;43( 4): 519-528.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-009-9508-9
  • Source: Materials and Structures. Unidade: EESC

    Subjects: IMPERFEIÇÕES E FALHAS DOS MATERIAIS, ALVENARIA ESTRUTURAL

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      BARBOSA, Claudius de Sousa e LOURENÇO, Paulo Barbosa e HANAI, João Bento de. On the compressive strength prediction for concrete masonry prisms. Materials and Structures, v. 43, n. 3, p. 331-344, 2010Tradução . . Disponível em: http://dx.doi.org/10.1617/s11527-009-9492-0. Acesso em: 06 jul. 2022.
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      Barbosa, C. de S., Lourenço, P. B., & Hanai, J. B. de. (2010). On the compressive strength prediction for concrete masonry prisms. Materials and Structures, 43( 3), 331-344. doi:10.1617/s11527-009-9492-0
    • NLM

      Barbosa C de S, Lourenço PB, Hanai JB de. On the compressive strength prediction for concrete masonry prisms [Internet]. Materials and Structures. 2010 ; 43( 3): 331-344.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-009-9492-0
    • Vancouver

      Barbosa C de S, Lourenço PB, Hanai JB de. On the compressive strength prediction for concrete masonry prisms [Internet]. Materials and Structures. 2010 ; 43( 3): 331-344.[citado 2022 jul. 06 ] Available from: http://dx.doi.org/10.1617/s11527-009-9492-0
  • Source: Materials and Structures. Unidade: EESC

    Subjects: COLUNAS, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CONEXÕES ESTRUTURAIS

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      CANHA, Rejane Martins Fernandes et al. Analysing the base of precast column in socket foundations with smooth interfaces. Materials and Structures, v. 42, n. 6, p. 725-737, 2009Tradução . . Disponível em: http://www.springerlink.com/content/v87j176721705844/fulltext.pdf. Acesso em: 06 jul. 2022.
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      Canha, R. M. F., Ebeling, E. B., El Debs, A. L. H. de C., & El Debs, M. K. (2009). Analysing the base of precast column in socket foundations with smooth interfaces. Materials and Structures, 42( 6), 725-737. doi:10.1617/s11527-008-9416-4
    • NLM

      Canha RMF, Ebeling EB, El Debs ALH de C, El Debs MK. Analysing the base of precast column in socket foundations with smooth interfaces [Internet]. Materials and Structures. 2009 ; 42( 6): 725-737.[citado 2022 jul. 06 ] Available from: http://www.springerlink.com/content/v87j176721705844/fulltext.pdf
    • Vancouver

      Canha RMF, Ebeling EB, El Debs ALH de C, El Debs MK. Analysing the base of precast column in socket foundations with smooth interfaces [Internet]. Materials and Structures. 2009 ; 42( 6): 725-737.[citado 2022 jul. 06 ] Available from: http://www.springerlink.com/content/v87j176721705844/fulltext.pdf
  • Source: Materials and Structures. Unidades: EESC, EP

    Subjects: RESISTÊNCIA DOS MATERIAIS, CONCRETO (PROPRIEDADES)

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      FERREIRA, Luiz Eduardo Teixeira e BITTENCOURT, Túlio Nogueira e HANAI, João Bento de. Computational evaluation of flexural toughness of FRC and fracture properties of plain concrete. Materials and Structures, v. 41, n. 2, p. 391-405, 2008Tradução . . Disponível em: http://www.springerlink.com/content/0hn49131121848t1/fulltext.pdf"_. Acesso em: 06 jul. 2022.
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      Ferreira, L. E. T., Bittencourt, T. N., & Hanai, J. B. de. (2008). Computational evaluation of flexural toughness of FRC and fracture properties of plain concrete. Materials and Structures, 41( 2), 391-405. doi:10.1617/s11527-007-9253-x
    • NLM

      Ferreira LET, Bittencourt TN, Hanai JB de. Computational evaluation of flexural toughness of FRC and fracture properties of plain concrete [Internet]. Materials and Structures. 2008 ; 41( 2): 391-405.[citado 2022 jul. 06 ] Available from: http://www.springerlink.com/content/0hn49131121848t1/fulltext.pdf"_
    • Vancouver

      Ferreira LET, Bittencourt TN, Hanai JB de. Computational evaluation of flexural toughness of FRC and fracture properties of plain concrete [Internet]. Materials and Structures. 2008 ; 41( 2): 391-405.[citado 2022 jul. 06 ] Available from: http://www.springerlink.com/content/0hn49131121848t1/fulltext.pdf"_
  • Source: Materials and Structures. Unidade: EESC

    Subjects: ENSAIOS DE COMPRESSÃO, BLOCOS, CONCRETO

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      MIGUEL, Miriam Gonçalves e TAKEYA, Toshiaki e GIONGO, José Samuel. Structural behaviour of three-pile caps subjected to axial compressive loading. Materials and Structures, v. 41, n. Ja 2008, p. 85-98, 2008Tradução . . Disponível em: http://www.springerlink.com/content/d8884vj1386n6144/fulltext.pdf"_. Acesso em: 06 jul. 2022.
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      Miguel, M. G., Takeya, T., & Giongo, J. S. (2008). Structural behaviour of three-pile caps subjected to axial compressive loading. Materials and Structures, 41( Ja 2008), 85-98. doi:10.1617/s11527-007-9221-5
    • NLM

      Miguel MG, Takeya T, Giongo JS. Structural behaviour of three-pile caps subjected to axial compressive loading [Internet]. Materials and Structures. 2008 ; 41( Ja 2008): 85-98.[citado 2022 jul. 06 ] Available from: http://www.springerlink.com/content/d8884vj1386n6144/fulltext.pdf"_
    • Vancouver

      Miguel MG, Takeya T, Giongo JS. Structural behaviour of three-pile caps subjected to axial compressive loading [Internet]. Materials and Structures. 2008 ; 41( Ja 2008): 85-98.[citado 2022 jul. 06 ] Available from: http://www.springerlink.com/content/d8884vj1386n6144/fulltext.pdf"_
  • Source: Materials and Structures. Unidade: EP

    Subjects: CONCRETO (DURABILIDADE), ÁGUA (REDUÇÃO), ÍONS

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      MEDEIROS, Marcelo e HELENE, Paulo R. L. Efficacy of surface hydrophobic agents in reducing water and chloride ion penetration in concrete. Materials and Structures, v. 41, n. ja 2008, p. 59-71, 2008Tradução . . Acesso em: 06 jul. 2022.
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      Medeiros, M., & Helene, P. R. L. (2008). Efficacy of surface hydrophobic agents in reducing water and chloride ion penetration in concrete. Materials and Structures, 41( ja 2008), 59-71. doi:10.1617/s11527-006-9218-5
    • NLM

      Medeiros M, Helene PRL. Efficacy of surface hydrophobic agents in reducing water and chloride ion penetration in concrete. Materials and Structures. 2008 ; 41( ja 2008): 59-71.[citado 2022 jul. 06 ]
    • Vancouver

      Medeiros M, Helene PRL. Efficacy of surface hydrophobic agents in reducing water and chloride ion penetration in concrete. Materials and Structures. 2008 ; 41( ja 2008): 59-71.[citado 2022 jul. 06 ]
  • Source: Materials and Structures. Unidade: EESC

    Subjects: CONCRETO DE ALTA RESISTÊNCIA, COLUNAS, REFORÇO DE FUNDAÇÕES

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      TAKEUTI, Adilson Roberto e HANAI, João Bento de e MIRMIRAN, Amir. Preloaded RC columns strengthened with high-strength concrete jackets under uniaxial compression. Materials and Structures, v. 41, n. 7, p. 1251-1262, 2008Tradução . . Disponível em: http://www.springerlink.com/content/h744056l47484884/fulltext.pdf"_. Acesso em: 06 jul. 2022.
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      Takeuti, A. R., Hanai, J. B. de, & Mirmiran, A. (2008). Preloaded RC columns strengthened with high-strength concrete jackets under uniaxial compression. Materials and Structures, 41( 7), 1251-1262. doi:10.1617/s11527-007-9323-0
    • NLM

      Takeuti AR, Hanai JB de, Mirmiran A. Preloaded RC columns strengthened with high-strength concrete jackets under uniaxial compression [Internet]. Materials and Structures. 2008 ; 41( 7): 1251-1262.[citado 2022 jul. 06 ] Available from: http://www.springerlink.com/content/h744056l47484884/fulltext.pdf"_
    • Vancouver

      Takeuti AR, Hanai JB de, Mirmiran A. Preloaded RC columns strengthened with high-strength concrete jackets under uniaxial compression [Internet]. Materials and Structures. 2008 ; 41( 7): 1251-1262.[citado 2022 jul. 06 ] Available from: http://www.springerlink.com/content/h744056l47484884/fulltext.pdf"_
  • Source: Materials and Structures. Unidade: EESC

    Subjects: CONCRETO DE ALTA RESISTÊNCIA, VIGAS DE REFORÇO

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    • ABNT

      ALMEIDA FILHO, Fernando Menezes de e EL DEBS, Mounir Khalil e EL DEBS, Ana Lúcia Homce de Cresce. Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests. Materials and Structures, v. 41, n. 6, p. 1073-1089, 2008Tradução . . Disponível em: http://www.springerlink.com/content/k69452n5v6533457/fulltext.pdf"_. Acesso em: 06 jul. 2022.
    • APA

      Almeida Filho, F. M. de, El Debs, M. K., & El Debs, A. L. H. de C. (2008). Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests. Materials and Structures, 41( 6), 1073-1089. doi:10.1617/s11527-007-9307-0
    • NLM

      Almeida Filho FM de, El Debs MK, El Debs ALH de C. Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests [Internet]. Materials and Structures. 2008 ; 41( 6): 1073-1089.[citado 2022 jul. 06 ] Available from: http://www.springerlink.com/content/k69452n5v6533457/fulltext.pdf"_
    • Vancouver

      Almeida Filho FM de, El Debs MK, El Debs ALH de C. Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests [Internet]. Materials and Structures. 2008 ; 41( 6): 1073-1089.[citado 2022 jul. 06 ] Available from: http://www.springerlink.com/content/k69452n5v6533457/fulltext.pdf"_
  • Source: Materials and Structures. Unidade: EESC

    Subjects: CONEXÕES ESTRUTURAIS, ENSAIOS DE CISALHAMENTO

    DOIHow to cite
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    • ABNT

      ARAÚJO, Daniel de Lima e EL DEBS, Mounir Khalil. Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys. Materials and Structures, v. 38, n. 276, p. 173-181, 2005Tradução . . Acesso em: 06 jul. 2022.
    • APA

      Araújo, D. de L., & El Debs, M. K. (2005). Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys. Materials and Structures, 38( 276), 173-181. doi:10.1007/bf02479342
    • NLM

      Araújo D de L, El Debs MK. Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys. Materials and Structures. 2005 ; 38( 276): 173-181.[citado 2022 jul. 06 ]
    • Vancouver

      Araújo D de L, El Debs MK. Strength of shear connection in composite bridges with precast decks using high performance concrete and shear-keys. Materials and Structures. 2005 ; 38( 276): 173-181.[citado 2022 jul. 06 ]
  • Source: Materials and Structures. Unidade: ICB

    Subject: MICROBIOLOGIA

    DOIHow to cite
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    • ABNT

      SHIRAKAWA, M. A. et al. Mould and phototroph growth on masonry façades after repainting. Materials and Structures, v. 37, p. 472-479, 2004Tradução . . Acesso em: 06 jul. 2022.
    • APA

      Shirakawa, M. A., John, V. M., Gaylarde, C. C., Gaylarde, P., & Gambale, W. (2004). Mould and phototroph growth on masonry façades after repainting. Materials and Structures, 37, 472-479. doi:10.1007/bf02481584
    • NLM

      Shirakawa MA, John VM, Gaylarde CC, Gaylarde P, Gambale W. Mould and phototroph growth on masonry façades after repainting. Materials and Structures. 2004 ; 37 472-479.[citado 2022 jul. 06 ]
    • Vancouver

      Shirakawa MA, John VM, Gaylarde CC, Gaylarde P, Gambale W. Mould and phototroph growth on masonry façades after repainting. Materials and Structures. 2004 ; 37 472-479.[citado 2022 jul. 06 ]
  • Source: Materials and Structures. Unidade: EESC

    Subjects: PILARES, CONCRETO DE ALTA RESISTÊNCIA, FIBRAS

    DOIHow to cite
    A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
    • ABNT

      LIMA JÚNIOR, Humberto Correia e GIONGO, José Samuel. Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression. Materials and Structures, v. 37, n. 274, p. 689-697, 2004Tradução . . Acesso em: 06 jul. 2022.
    • APA

      Lima Júnior, H. C., & Giongo, J. S. (2004). Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression. Materials and Structures, 37( 274), 689-697. doi:10.1007/bf02480514
    • NLM

      Lima Júnior HC, Giongo JS. Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression. Materials and Structures. 2004 ; 37( 274): 689-697.[citado 2022 jul. 06 ]
    • Vancouver

      Lima Júnior HC, Giongo JS. Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression. Materials and Structures. 2004 ; 37( 274): 689-697.[citado 2022 jul. 06 ]

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