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  • Source: Engineering Structures. Unidade: EESC

    Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CISALHAMENTO, ESTRUTURAS

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      ARAÚJO, D. L. et al. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, v. 308, p. 1-19, 2024Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2024.117953. Acesso em: 18 out. 2024.
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      Araújo, D. L., Borges, V. E. dos S., Bernardes, E. S., & El Debs, M. K. (2024). Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections. Engineering Structures, 308, 1-19. doi:10.1016/j.engstruct.2024.117953
    • NLM

      Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
    • Vancouver

      Araújo DL, Borges VE dos S, Bernardes ES, El Debs MK. Experimental analysis of the flexural behaviour of precast concrete composite beams with discontinuous connections [Internet]. Engineering Structures. 2024 ; 308 1-19.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2024.117953
  • Source: International Journal of Advanced Manufacturing Technology. Unidade: EESC

    Subjects: EXTRUSÃO, IMPRESSÃO 3-D, CISALHAMENTO, ENGENHARIA MECÂNICA

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      SILVA, Dávila Moreira Lopes et al. Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit. International Journal of Advanced Manufacturing Technology, v. 134, p. 2217-2232, 2024Tradução . . Disponível em: http://dx.doi.org/10.1007/s00170-024-14233-z. Acesso em: 18 out. 2024.
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      Silva, D. M. L., Barbosa, P. A., Chinelatto, M. A., & Silveira, Z. de C. (2024). Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit. International Journal of Advanced Manufacturing Technology, 134, 2217-2232. doi:10.1007/s00170-024-14233-z
    • NLM

      Silva DML, Barbosa PA, Chinelatto MA, Silveira Z de C. Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit [Internet]. International Journal of Advanced Manufacturing Technology. 2024 ; 134 2217-2232.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1007/s00170-024-14233-z
    • Vancouver

      Silva DML, Barbosa PA, Chinelatto MA, Silveira Z de C. Evaluation of the efects of extrusion parameters on the swelling of extruded flament in an innovative 3D printer containing a vertical co-rotating twin-screw extrusion unit [Internet]. International Journal of Advanced Manufacturing Technology. 2024 ; 134 2217-2232.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1007/s00170-024-14233-z
  • Source: Wood Material Science & Engineering. Unidades: EESC, ESALQ

    Subjects: ADESIVOS, CISALHAMENTO, EUCALIPTO, LAMINADOS, MADEIRA, VIGAS

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      BALBONI, Bruno Monteiro et al. Influence of knots on the adhesion of wood from young Eucalyptus grandis plantations. Wood Material Science & Engineering, p. 1-9, 2023Tradução . . Disponível em: https://doi.org/10.1080/17480272.2023.2208094. Acesso em: 18 out. 2024.
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      Balboni, B. M., Wessels, C. B., Ribeiro, M. L., Batista, A. S., & Garcia, J. N. (2023). Influence of knots on the adhesion of wood from young Eucalyptus grandis plantations. Wood Material Science & Engineering, 1-9. doi:10.1080/17480272.2023.2208094
    • NLM

      Balboni BM, Wessels CB, Ribeiro ML, Batista AS, Garcia JN. Influence of knots on the adhesion of wood from young Eucalyptus grandis plantations [Internet]. Wood Material Science & Engineering. 2023 ; 1-9.[citado 2024 out. 18 ] Available from: https://doi.org/10.1080/17480272.2023.2208094
    • Vancouver

      Balboni BM, Wessels CB, Ribeiro ML, Batista AS, Garcia JN. Influence of knots on the adhesion of wood from young Eucalyptus grandis plantations [Internet]. Wood Material Science & Engineering. 2023 ; 1-9.[citado 2024 out. 18 ] Available from: https://doi.org/10.1080/17480272.2023.2208094
  • Source: Minerals Engineering. Unidade: EP

    Subjects: MINÉRIOS, FERRO, FLUIDIZAÇÃO, CISALHAMENTO

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      RODRIGUES, Armando Fernandes da Veiga et al. Gravity separation of fine itabirite iron ore using the Reflux Classifier – Part I – Investigation of continuous steady state separations across a wide range of parameters. Minerals Engineering, v. 201, p. 12 2023, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.mineng.2023.108187. Acesso em: 18 out. 2024.
    • APA

      Rodrigues, A. F. da V., Delboni Júnior, H., Rodrigues, O. M. S., Zhou, J., & Galvin, K. P. (2023). Gravity separation of fine itabirite iron ore using the Reflux Classifier – Part I – Investigation of continuous steady state separations across a wide range of parameters. Minerals Engineering, 201, 12 2023. doi:10.1016/j.mineng.2023.108187
    • NLM

      Rodrigues AF da V, Delboni Júnior H, Rodrigues OMS, Zhou J, Galvin KP. Gravity separation of fine itabirite iron ore using the Reflux Classifier – Part I – Investigation of continuous steady state separations across a wide range of parameters [Internet]. Minerals Engineering. 2023 ; 201 12 2023.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.mineng.2023.108187
    • Vancouver

      Rodrigues AF da V, Delboni Júnior H, Rodrigues OMS, Zhou J, Galvin KP. Gravity separation of fine itabirite iron ore using the Reflux Classifier – Part I – Investigation of continuous steady state separations across a wide range of parameters [Internet]. Minerals Engineering. 2023 ; 201 12 2023.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.mineng.2023.108187
  • Source: Engineering Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, VIGAS, CISALHAMENTO, ESTRUTURAS

    Disponível em 2025-11-01Acesso à fonteDOIHow to cite
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      SOUSA, Alex Micael Dantas de et al. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, v. 293, p. 1-26, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116617. Acesso em: 18 out. 2024.
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      Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Prado, L. P., & El Debs, M. K. (2023). NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, 293, 1-26. doi:10.1016/j.engstruct.2023.116617
    • NLM

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617
    • Vancouver

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617
  • Source: Engineering Structures. Unidade: EESC

    Subjects: CISALHAMENTO, LAJES, CONCRETO ARMADO, ESTRUTURAS

    Disponível em 2025-10-01Acesso à fonteDOIHow to cite
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      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, v. 291, p. 1-23, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116396. Acesso em: 18 out. 2024.
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      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, 291, 1-23. doi:10.1016/j.engstruct.2023.116396
    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396
  • Source: Engineering Structures. Unidade: EESC

    Subjects: CONCRETO DE ALTA RESISTÊNCIA, CONCRETO DE ALTO DESEMPENHO, CISALHAMENTO, ESTRUTURAS

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      PRADO, Lisiane Pereira e CARRAZEDO, Ricardo e EL DEBS, Mounir Khalil. Interface strength of High-Strength concrete to Ultra-High-Performance concrete. Engineering Structures, v. 252, p. 1-16, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.engstruct.2021.113591. Acesso em: 18 out. 2024.
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      Prado, L. P., Carrazedo, R., & El Debs, M. K. (2022). Interface strength of High-Strength concrete to Ultra-High-Performance concrete. Engineering Structures, 252, 1-16. doi:10.1016/j.engstruct.2021.113591
    • NLM

      Prado LP, Carrazedo R, El Debs MK. Interface strength of High-Strength concrete to Ultra-High-Performance concrete [Internet]. Engineering Structures. 2022 ; 252 1-16.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2021.113591
    • Vancouver

      Prado LP, Carrazedo R, El Debs MK. Interface strength of High-Strength concrete to Ultra-High-Performance concrete [Internet]. Engineering Structures. 2022 ; 252 1-16.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1016/j.engstruct.2021.113591
  • Source: Epigenetics & Chromatin. Unidade: ESALQ

    Subjects: CARCAÇA, CARNES E DERIVADOS, CISALHAMENTO, GADO NELORE, MATURAÇÃO, METILAÇÃO DE DNA, MÚSCULOS, TRANSDUÇÃO DE SINAL CELULAR

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      SOUZA, Marcela Maria de et al. DNA methylation may affect beef tenderness through signal transduction in Bos indicus. Epigenetics & Chromatin, v. 15, p. 1-16, 2022Tradução . . Disponível em: https://doi.org/10.1186/s13072-022-00449-4. Acesso em: 18 out. 2024.
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      Souza, M. M. de, Niciura, S. C. M., Rocha, M. I. P., Pan, Z., Zhou, H., Bruscadin, J. J., et al. (2022). DNA methylation may affect beef tenderness through signal transduction in Bos indicus. Epigenetics & Chromatin, 15, 1-16. doi:10.1186/s13072-022-00449-4
    • NLM

      Souza MM de, Niciura SCM, Rocha MIP, Pan Z, Zhou H, Bruscadin JJ, Diniz WJ da S, Afonso J, Oliveira PSN de, Mourão GB, Zerlotini A, Coutinho LL, Koltes JE, Regitano LC de A. DNA methylation may affect beef tenderness through signal transduction in Bos indicus [Internet]. Epigenetics & Chromatin. 2022 ; 15 1-16.[citado 2024 out. 18 ] Available from: https://doi.org/10.1186/s13072-022-00449-4
    • Vancouver

      Souza MM de, Niciura SCM, Rocha MIP, Pan Z, Zhou H, Bruscadin JJ, Diniz WJ da S, Afonso J, Oliveira PSN de, Mourão GB, Zerlotini A, Coutinho LL, Koltes JE, Regitano LC de A. DNA methylation may affect beef tenderness through signal transduction in Bos indicus [Internet]. Epigenetics & Chromatin. 2022 ; 15 1-16.[citado 2024 out. 18 ] Available from: https://doi.org/10.1186/s13072-022-00449-4
  • Source: Composite Structures. Unidade: EESC

    Subjects: VIGAS, CISALHAMENTO, MÉTODO DOS ELEMENTOS FINITOS, TENSÃO ESTRUTURAL, ESTRUTURAS

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      CODA, Humberto Breves e BERNARDO, Caio César La-Cava Gonçalves e PACCOLA, Rodrigo Ribeiro. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, v. 292, p. 1-17, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.compstruct.2022.115606. Acesso em: 18 out. 2024.
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      Coda, H. B., Bernardo, C. C. L. -C. G., & Paccola, R. R. (2022). A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses. Composite Structures, 292, 1-17. doi:10.1016/j.compstruct.2022.115606
    • NLM

      Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
    • Vancouver

      Coda HB, Bernardo CCL-CG, Paccola RR. A FEM formulation for the analysis of laminated and functionally graded hyperelastic beams with continuous transverse shear stresses [Internet]. Composite Structures. 2022 ; 292 1-17.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.compstruct.2022.115606
  • Source: Engineering Structures. Unidade: EESC

    Subjects: BANCO DE DADOS, CONCRETO ARMADO, CISALHAMENTO, ENGENHARIA HIDRÁULICA

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      SOUSA, Alex Micael Dantas de et al. Extended CSDT model for shear capacity assessments of bridge deck slabs. Engineering Structures, v. 234, p. 1-16, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.111897. Acesso em: 18 out. 2024.
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      Sousa, A. M. D. de, Lantsoght, E. O. L., Yuguang, Y., & El Debs, M. K. (2021). Extended CSDT model for shear capacity assessments of bridge deck slabs. Engineering Structures, 234, 1-16. doi:10.1016/j.engstruct.2021.111897
    • NLM

      Sousa AMD de, Lantsoght EOL, Yuguang Y, El Debs MK. Extended CSDT model for shear capacity assessments of bridge deck slabs [Internet]. Engineering Structures. 2021 ; 234 1-16.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.111897
    • Vancouver

      Sousa AMD de, Lantsoght EOL, Yuguang Y, El Debs MK. Extended CSDT model for shear capacity assessments of bridge deck slabs [Internet]. Engineering Structures. 2021 ; 234 1-16.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.111897
  • Source: Engineering Structures. Unidade: EESC

    Subjects: MÉTODO DOS ELEMENTOS FINITOS, CONCRETO REFORÇADO COM FIBRAS, CISALHAMENTO, ESTRUTURAS

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      SOUSA, Alex Micael Dantas de et al. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, v. 244, p. 1-17, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2021.112774. Acesso em: 18 out. 2024.
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      Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Krahl, P. A., & El Debs, M. K. (2021). Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions. Engineering Structures, 244, 1-17. doi:10.1016/j.engstruct.2021.112774
    • NLM

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
    • Vancouver

      Sousa AMD de, Lantsoght EOL, Genikomsou AS, Krahl PA, El Debs MK. Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions [Internet]. Engineering Structures. 2021 ; 244 1-17.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2021.112774
  • Source: Structural Concrete. Unidade: EESC

    Subjects: CISALHAMENTO, CONCRETO ARMADO, ESTRUTURAS

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      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva O. L e EL DEBS, Mounir Khalil. One-way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, v. 22, n. 2, p. 968-992, 2021Tradução . . Disponível em: https://doi.org/10.1002/suco.202000034. Acesso em: 18 out. 2024.
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      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2021). One-way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, 22( 2), 968-992. doi:10.1002/suco.202000034
    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. One-way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2021 ; 22( 2): 968-992.[citado 2024 out. 18 ] Available from: https://doi.org/10.1002/suco.202000034
    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. One-way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2021 ; 22( 2): 968-992.[citado 2024 out. 18 ] Available from: https://doi.org/10.1002/suco.202000034
  • Source: Thin-Walled Structures. Unidade: EESC

    Subjects: AÇO DE ALTA RESISTÊNCIA, CISALHAMENTO, FLAMBAGEM, ESTRUTURAS

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      SILVA, Juliana Maria Mazzeti e MALITE, Maximiliano. Longitudinally stiffened web purlins under shear and bending moment. Thin-Walled Structures, v. 148, p. 1-14, 2020Tradução . . Disponível em: https://doi.org/10.1016/j.tws.2020.106616. Acesso em: 18 out. 2024.
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      Silva, J. M. M., & Malite, M. (2020). Longitudinally stiffened web purlins under shear and bending moment. Thin-Walled Structures, 148, 1-14. doi:10.1016/j.tws.2020.106616
    • NLM

      Silva JMM, Malite M. Longitudinally stiffened web purlins under shear and bending moment [Internet]. Thin-Walled Structures. 2020 ; 148 1-14.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.tws.2020.106616
    • Vancouver

      Silva JMM, Malite M. Longitudinally stiffened web purlins under shear and bending moment [Internet]. Thin-Walled Structures. 2020 ; 148 1-14.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.tws.2020.106616
  • Source: Structural Concrete. Unidade: EESC

    Subjects: CISALHAMENTO, CONCRETO ARMADO, ESTRUTURAS

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      SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva O. L. e EL DEBS, Mounir Khalil. One‐way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, p. 1-25, 2020Tradução . . Disponível em: https://doi.org/10.1002/suco.202000034. Acesso em: 18 out. 2024.
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      Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2020). One‐way shear strength of wide reinforced concrete members without stirrups. Structural Concrete, 1-25. doi:10.1002/suco.202000034
    • NLM

      Sousa AMD de, Lantsoght EOL, El Debs MK. One‐way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2020 ; 1-25.[citado 2024 out. 18 ] Available from: https://doi.org/10.1002/suco.202000034
    • Vancouver

      Sousa AMD de, Lantsoght EOL, El Debs MK. One‐way shear strength of wide reinforced concrete members without stirrups [Internet]. Structural Concrete. 2020 ; 1-25.[citado 2024 out. 18 ] Available from: https://doi.org/10.1002/suco.202000034
  • Source: Journal of the Geological Society. Unidade: IGC

    Subjects: QUÍMICA MINERAL, CISALHAMENTO, FELDSPATO

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      CASTELLAN, Paulo e VIEGAS, Gustavo e FALEIROS, Frederico Meira. Brittle–ductile fabrics and P–T conditions of deformation in the East Pernambuco shear zone (Borborema Province, NE Brazil). Journal of the Geological Society, n. , p. jgs2020-109-, 2020Tradução . . Disponível em: https://doi.org/10.1144/jgs2020-109. Acesso em: 18 out. 2024.
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      Castellan, P., Viegas, G., & Faleiros, F. M. (2020). Brittle–ductile fabrics and P–T conditions of deformation in the East Pernambuco shear zone (Borborema Province, NE Brazil). Journal of the Geological Society, ( ), jgs2020-109-. doi:10.1144/jgs2020-109
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      Castellan P, Viegas G, Faleiros FM. Brittle–ductile fabrics and P–T conditions of deformation in the East Pernambuco shear zone (Borborema Province, NE Brazil) [Internet]. Journal of the Geological Society. 2020 ;( ): jgs2020-109-.[citado 2024 out. 18 ] Available from: https://doi.org/10.1144/jgs2020-109
    • Vancouver

      Castellan P, Viegas G, Faleiros FM. Brittle–ductile fabrics and P–T conditions of deformation in the East Pernambuco shear zone (Borborema Province, NE Brazil) [Internet]. Journal of the Geological Society. 2020 ;( ): jgs2020-109-.[citado 2024 out. 18 ] Available from: https://doi.org/10.1144/jgs2020-109
  • Source: BMC Molecular Biology. Unidade: ESALQ

    Subjects: BOVINOS DE CORTE, CARNES E DERIVADOS, CISALHAMENTO, EXPRESSÃO GÊNICA, MICRORNAS, MÚSCULO ESQUELÉTICO

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      KAPPELER, Berna Inês Giménéz et al. MiRNAs differentially expressed in skeletal muscle of animals with divergent estimated breeding values for beef tenderness. BMC Molecular Biology, v. 20, p. 1-11, 2019Tradução . . Disponível em: https://doi.org/10.1186/s12867-018-0118-3. Acesso em: 18 out. 2024.
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      Kappeler, B. I. G., Regitano, L. C. A., Poleti, M. D., Cesar, A. S. M., Moreira, G. C. M., Gasparin, G., & Coutinho, L. L. (2019). MiRNAs differentially expressed in skeletal muscle of animals with divergent estimated breeding values for beef tenderness. BMC Molecular Biology, 20, 1-11. doi:10.1186/s12867-018-0118-3
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      Kappeler BIG, Regitano LCA, Poleti MD, Cesar ASM, Moreira GCM, Gasparin G, Coutinho LL. MiRNAs differentially expressed in skeletal muscle of animals with divergent estimated breeding values for beef tenderness [Internet]. BMC Molecular Biology. 2019 ; 20 1-11.[citado 2024 out. 18 ] Available from: https://doi.org/10.1186/s12867-018-0118-3
    • Vancouver

      Kappeler BIG, Regitano LCA, Poleti MD, Cesar ASM, Moreira GCM, Gasparin G, Coutinho LL. MiRNAs differentially expressed in skeletal muscle of animals with divergent estimated breeding values for beef tenderness [Internet]. BMC Molecular Biology. 2019 ; 20 1-11.[citado 2024 out. 18 ] Available from: https://doi.org/10.1186/s12867-018-0118-3
  • Source: Physics in Medicine & Biology. Unidade: FFCLRP

    Subjects: FÍSICA, GERADORES DE APLICAÇÃO, ULTRASSOM, FERRO, NANOPARTÍCULAS, CISALHAMENTO

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      ARSALANI, Saeideh et al. The effect of magnetization of natural rubber latex-coated magnetite nanoparticles on shear wave dispersion magneto-motive ultrasound. Physics in Medicine & Biology, v. 64, n. 21, 2019Tradução . . Disponível em: https://doi.org/10.1088/1361-6560/ab4693. Acesso em: 18 out. 2024.
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      Arsalani, S., Arsalani, S., Hadadian, Y., Sampaio, D. R. T., Baffa, O., Pavan, T. Z., & Carneiro, A. A. O. (2019). The effect of magnetization of natural rubber latex-coated magnetite nanoparticles on shear wave dispersion magneto-motive ultrasound. Physics in Medicine & Biology, 64( 21). doi:10.1088/1361-6560/ab4693
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      Arsalani S, Arsalani S, Hadadian Y, Sampaio DRT, Baffa O, Pavan TZ, Carneiro AAO. The effect of magnetization of natural rubber latex-coated magnetite nanoparticles on shear wave dispersion magneto-motive ultrasound [Internet]. Physics in Medicine & Biology. 2019 ; 64( 21):[citado 2024 out. 18 ] Available from: https://doi.org/10.1088/1361-6560/ab4693
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      Arsalani S, Arsalani S, Hadadian Y, Sampaio DRT, Baffa O, Pavan TZ, Carneiro AAO. The effect of magnetization of natural rubber latex-coated magnetite nanoparticles on shear wave dispersion magneto-motive ultrasound [Internet]. Physics in Medicine & Biology. 2019 ; 64( 21):[citado 2024 out. 18 ] Available from: https://doi.org/10.1088/1361-6560/ab4693
  • Source: Engineering Structures. Unidade: EESC

    Subjects: CONCRETO ARMADO, PERFURAÇÃO, CISALHAMENTO, ESTRUTURAS

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      LIBERATI, Elyson Andrew Pozo et al. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column. Engineering Structures, v. 182, p. 331-343, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2018.11.073. Acesso em: 18 out. 2024.
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      Liberati, E. A. P., Marques, M. G., Leonel, E. D., Almeida, L. C. de, & Trautwein, L. M. (2019). Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column. Engineering Structures, 182, 331-343. doi:10.1016/j.engstruct.2018.11.073
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      Liberati EAP, Marques MG, Leonel ED, Almeida LC de, Trautwein LM. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column [Internet]. Engineering Structures. 2019 ; 182 331-343.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2018.11.073
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      Liberati EAP, Marques MG, Leonel ED, Almeida LC de, Trautwein LM. Failure analysis of punching in reinforced concrete flat slabs with openings adjacent to the column [Internet]. Engineering Structures. 2019 ; 182 331-343.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2018.11.073
  • Source: Waste Management: international journal of integrated waste management, science and technology. Unidade: EESC

    Subjects: RESÍDUOS SÓLIDOS, CISALHAMENTO, GEOTECNIA

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      ABREU, Ana Elisa Silva de e VILAR, Orêncio Monje. Influence of composition and degradation on the shear strength of municipal solid waste. Waste Management: international journal of integrated waste management, science and technology, v. 68, p. 263-274, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.wasman.2017.05.038. Acesso em: 18 out. 2024.
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      Abreu, A. E. S. de, & Vilar, O. M. (2017). Influence of composition and degradation on the shear strength of municipal solid waste. Waste Management: international journal of integrated waste management, science and technology, 68, 263-274. doi:10.1016/j.wasman.2017.05.038
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      Abreu AES de, Vilar OM. Influence of composition and degradation on the shear strength of municipal solid waste [Internet]. Waste Management: international journal of integrated waste management, science and technology. 2017 ; 68 263-274.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.wasman.2017.05.038
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      Abreu AES de, Vilar OM. Influence of composition and degradation on the shear strength of municipal solid waste [Internet]. Waste Management: international journal of integrated waste management, science and technology. 2017 ; 68 263-274.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.wasman.2017.05.038
  • Source: Engineering Structures. Unidade: EESC

    Subjects: PROCESSOS PRÉ-FABRICADOS, CISALHAMENTO, ESTRUTURAS, VIGAS PRÉ-MOLDADAS

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      ARAÚJO, Daniel de Lima et al. Headed steel stud connectors for composite steel beams with precast hollow-core slabs with structural topping. Engineering Structures, v. 107, p. 135-150, 2016Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2015.10.050. Acesso em: 18 out. 2024.
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      Araújo, D. de L., Sales, M. W. R., Paulo, S. M. de, & El Debs, A. L. H. de C. (2016). Headed steel stud connectors for composite steel beams with precast hollow-core slabs with structural topping. Engineering Structures, 107, 135-150. doi:10.1016/j.engstruct.2015.10.050
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      Araújo D de L, Sales MWR, Paulo SM de, El Debs ALH de C. Headed steel stud connectors for composite steel beams with precast hollow-core slabs with structural topping [Internet]. Engineering Structures. 2016 ; 107 135-150.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2015.10.050
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      Araújo D de L, Sales MWR, Paulo SM de, El Debs ALH de C. Headed steel stud connectors for composite steel beams with precast hollow-core slabs with structural topping [Internet]. Engineering Structures. 2016 ; 107 135-150.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.engstruct.2015.10.050

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