Filtros : "CISALHAMENTO" "Brasil" Limpar

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  • Source: Journal of Structural Geology. Unidade: IGC

    Subjects: CISALHAMENTO, REOLOGIA, SISMOLOGIA

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    • ABNT

      VIEGAS, Gustavo et al. Fracturing, comminution and grain-size-sensitive creep as a record of coseismic loading in the middle-crust: insights from the Urtiga mylonitic pluton (NE Brazil). Journal of Structural Geology, v. 187, n. , p. 105237-, 2024Tradução . . Disponível em: https://doi.org/10.1016/j.jsg.2024.105237. Acesso em: 18 out. 2024.
    • APA

      Viegas, G., Taufner, R., Okudaira, T., Hidas, K., Menzel, M. D., Archanjo, C. J., et al. (2024). Fracturing, comminution and grain-size-sensitive creep as a record of coseismic loading in the middle-crust: insights from the Urtiga mylonitic pluton (NE Brazil). Journal of Structural Geology, 187( ), 105237-. doi:10.1016/j.jsg.2024.105237
    • NLM

      Viegas G, Taufner R, Okudaira T, Hidas K, Menzel MD, Archanjo CJ, Pereira Y dos S, Souza CP de. Fracturing, comminution and grain-size-sensitive creep as a record of coseismic loading in the middle-crust: insights from the Urtiga mylonitic pluton (NE Brazil) [Internet]. Journal of Structural Geology. 2024 ; 187( ): 105237-.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.jsg.2024.105237
    • Vancouver

      Viegas G, Taufner R, Okudaira T, Hidas K, Menzel MD, Archanjo CJ, Pereira Y dos S, Souza CP de. Fracturing, comminution and grain-size-sensitive creep as a record of coseismic loading in the middle-crust: insights from the Urtiga mylonitic pluton (NE Brazil) [Internet]. Journal of Structural Geology. 2024 ; 187( ): 105237-.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.jsg.2024.105237
  • Source: Engineering Structures. Unidade: EESC

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

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    • ABNT

      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.
    • APA

      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: BioResources. Unidade: EESC

    Subjects: MADEIRA, CISALHAMENTO, ESTRUTURAS

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    • ABNT

      MENEZES, Isabella Silva et al. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods. BioResources, v. 19, n. 4, p. 7408-7417, 2024Tradução . . Disponível em: http://dx.doi.org/10.15376/biores.19.4.7408-7417. Acesso em: 18 out. 2024.
    • APA

      Menezes, I. S., Ferreira, T. R., Souza, C. G. F. de, Pratavieira, R., Lahr, F. A. R., Freitas, L. de, et al. (2024). Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods. BioResources, 19( 4), 7408-7417. doi:10.15376/biores.19.4.7408-7417
    • NLM

      Menezes IS, Ferreira TR, Souza CGF de, Pratavieira R, Lahr FAR, Freitas L de, Santos HF dos, Christoforo AL. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods [Internet]. BioResources. 2024 ; 19( 4): 7408-7417.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.15376/biores.19.4.7408-7417
    • Vancouver

      Menezes IS, Ferreira TR, Souza CGF de, Pratavieira R, Lahr FAR, Freitas L de, Santos HF dos, Christoforo AL. Relationship between characteristic values of shear strength parallel to grain and tensile strength perpendicular to grain for tropical woods [Internet]. BioResources. 2024 ; 19( 4): 7408-7417.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.15376/biores.19.4.7408-7417
  • Source: Physics of Fluids. Unidade: ICMC

    Subjects: SIMULAÇÃO, DINÂMICA DOS FLUÍDOS COMPUTACIONAL, REOLOGIA, CISALHAMENTO

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    • ABNT

      CASTILLO-SÁNCHEZ, Hugo A et al. Numerical simulation of a thixotropic-viscoelastic model in contraction geometries. Physics of Fluids, v. 36, n. 1, p. 013124-1-013124-26, 2024Tradução . . Disponível em: https://doi.org/10.1063/5.0186505. Acesso em: 18 out. 2024.
    • APA

      Castillo-Sánchez, H. A., Araujo, M. S. B., Bertoco, J., Fernandes, C., Ferrás, L. L., & Castelo, A. (2024). Numerical simulation of a thixotropic-viscoelastic model in contraction geometries. Physics of Fluids, 36( 1), 013124-1-013124-26. doi:10.1063/5.0186505
    • NLM

      Castillo-Sánchez HA, Araujo MSB, Bertoco J, Fernandes C, Ferrás LL, Castelo A. Numerical simulation of a thixotropic-viscoelastic model in contraction geometries [Internet]. Physics of Fluids. 2024 ; 36( 1): 013124-1-013124-26.[citado 2024 out. 18 ] Available from: https://doi.org/10.1063/5.0186505
    • Vancouver

      Castillo-Sánchez HA, Araujo MSB, Bertoco J, Fernandes C, Ferrás LL, Castelo A. Numerical simulation of a thixotropic-viscoelastic model in contraction geometries [Internet]. Physics of Fluids. 2024 ; 36( 1): 013124-1-013124-26.[citado 2024 out. 18 ] Available from: https://doi.org/10.1063/5.0186505
  • Source: Maderas. Unidade: EESC

    Subjects: MADEIRA, CISALHAMENTO, MADEIRA, MADEIRA, MADEIRA, ESTRUTURAS DE MADEIRA, LAMINADOS, ESTRUTURAS

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    • ABNT

      SILVA, João Vitor Felippe et al. Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, v. 26, n. 2, p. 1-12, 2024Tradução . . Disponível em: http://dx.doi.org/10.22320/s0718221x/2024.02. Acesso em: 18 out. 2024.
    • APA

      Silva, J. V. F., Oliveira, K. A. de, Oliveira, C. A. B., Silva, M. F. F., & Molina, J. C. (2024). Cross laminated timber bonding quality for different brazilians species and pressing levels. Maderas, 26( 2), 1-12. doi:10.22320/s0718221x/2024.02
    • NLM

      Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02
    • Vancouver

      Silva JVF, Oliveira KA de, Oliveira CAB, Silva MFF, Molina JC. Cross laminated timber bonding quality for different brazilians species and pressing levels [Internet]. Maderas. 2024 ; 26( 2): 1-12.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.22320/s0718221x/2024.02
  • Source: Applied Sciences. Unidade: EESC

    Subjects: GEOSSINTÉTICOS, CISALHAMENTO, GEOTECNIA

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    • ABNT

      RINCÓN BARAJAS, Sergio Arturo et al. Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils. Applied Sciences, v. 14, n. 13, p. 1-18, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/app14135861. Acesso em: 18 out. 2024.
    • APA

      Rincón Barajas, S. A., Mattielo Pedroso, G. O., Ferreira, F. B., & Silva, J. L. da. (2024). Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils. Applied Sciences, 14( 13), 1-18. doi:10.3390/app14135861
    • NLM

      Rincón Barajas SA, Mattielo Pedroso GO, Ferreira FB, Silva JL da. Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils [Internet]. Applied Sciences. 2024 ; 14( 13): 1-18.[citado 2024 out. 18 ] Available from: https://dx.doi.org/10.3390/app14135861
    • Vancouver

      Rincón Barajas SA, Mattielo Pedroso GO, Ferreira FB, Silva JL da. Influence of apparatus scale on geogrid monotonic and cyclic/post-cyclic pullout behavior in cohesive soils [Internet]. Applied Sciences. 2024 ; 14( 13): 1-18.[citado 2024 out. 18 ] Available from: https://dx.doi.org/10.3390/app14135861
  • Source: International Journal of Advanced Manufacturing Technology. Unidade: EESC

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

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    • ABNT

      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.
    • APA

      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: Buildings. Unidade: EESC

    Subjects: CONCRETO, CISALHAMENTO, MATERIAIS COMPÓSITOS DE FIBRAS, POLÍMEROS (MATERIAIS), ESTRUTURAS

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    • ABNT

      ALVES, Larissa Fé et al. Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels. Buildings, v. 14, n. 7, p. 1-23, 2024Tradução . . Disponível em: https://dx.doi.org/10.3390/buildings14072178. Acesso em: 18 out. 2024.
    • APA

      Alves, L. F., Pessoa, P. de M., Jardim, P. I. L. G., Faustino, E., Santos, H. F. dos, Lahr, F. A. R., et al. (2024). Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels. Buildings, 14( 7), 1-23. doi:10.3390/buildings14072178
    • NLM

      Alves LF, Pessoa P de M, Jardim PILG, Faustino E, Santos HF dos, Lahr FAR, Almeida DH de, Christoforo AL. Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels [Internet]. Buildings. 2024 ; 14( 7): 1-23.[citado 2024 out. 18 ] Available from: https://dx.doi.org/10.3390/buildings14072178
    • Vancouver

      Alves LF, Pessoa P de M, Jardim PILG, Faustino E, Santos HF dos, Lahr FAR, Almeida DH de, Christoforo AL. Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels [Internet]. Buildings. 2024 ; 14( 7): 1-23.[citado 2024 out. 18 ] Available from: https://dx.doi.org/10.3390/buildings14072178
  • Source: Revista Árvore. Unidade: EESC

    Subjects: CISALHAMENTO, MADEIRA, ESTRUTURAS

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    • ABNT

      ALMEIDA, João Paulo Boff et al. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design. Revista Árvore, v. 47, p. 1-10, 2023Tradução . . Disponível em: https://doi.org/10.1590/1806-908820230000008. Acesso em: 18 out. 2024.
    • APA

      Almeida, J. P. B., Wolenski, A. R. V., Rodrigues, E. F. C., Araujo, V. A. de, Panzera, T. H., Campos, C. I. de, et al. (2023). Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design. Revista Árvore, 47, 1-10. doi:10.1590/1806-908820230000008
    • NLM

      Almeida JPB, Wolenski ARV, Rodrigues EFC, Araujo VA de, Panzera TH, Campos CI de, Molina JC, Christoforo AL, Lahr FAR. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design [Internet]. Revista Árvore. 2023 ; 47 1-10.[citado 2024 out. 18 ] Available from: https://doi.org/10.1590/1806-908820230000008
    • Vancouver

      Almeida JPB, Wolenski ARV, Rodrigues EFC, Araujo VA de, Panzera TH, Campos CI de, Molina JC, Christoforo AL, Lahr FAR. Characteristic strengths in the compression and in the static bending as parameters to estimate characteristic shear strength for timber design [Internet]. Revista Árvore. 2023 ; 47 1-10.[citado 2024 out. 18 ] Available from: https://doi.org/10.1590/1806-908820230000008
  • Source: Anais XII Simpósio Sul Brasileiro de Geologia. Conference titles: Simpósio Sul Brasileiro de Geologia. Unidade: IGC

    Subjects: PETROGRAFIA, GEOCRONOLOGIA, CRISTALIZAÇÃO, CISALHAMENTO

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    • ABNT

      FERREIRA, Ana Clara S. Jardim V e BASEI, Miguel Angelo Stipp e CASTRO, Neivaldo. Petrografia e geocronologia U-PB da Associação Granítica Picadas, Batólito Florianópolis. 2023, Anais.. Florianópolis: SBG, 2023. p. 110. Disponível em: https://sbgeo.org.br/assets/arquivos/BOLETIM%20XII%20SIMPOSIO%20GEOLOGIA.pdf. Acesso em: 18 out. 2024.
    • APA

      Ferreira, A. C. S. J. V., Basei, M. A. S., & Castro, N. (2023). Petrografia e geocronologia U-PB da Associação Granítica Picadas, Batólito Florianópolis. In Anais XII Simpósio Sul Brasileiro de Geologia (p. 110). Florianópolis: SBG. Recuperado de https://sbgeo.org.br/assets/arquivos/BOLETIM%20XII%20SIMPOSIO%20GEOLOGIA.pdf
    • NLM

      Ferreira ACSJV, Basei MAS, Castro N. Petrografia e geocronologia U-PB da Associação Granítica Picadas, Batólito Florianópolis [Internet]. Anais XII Simpósio Sul Brasileiro de Geologia. 2023 ; 110.[citado 2024 out. 18 ] Available from: https://sbgeo.org.br/assets/arquivos/BOLETIM%20XII%20SIMPOSIO%20GEOLOGIA.pdf
    • Vancouver

      Ferreira ACSJV, Basei MAS, Castro N. Petrografia e geocronologia U-PB da Associação Granítica Picadas, Batólito Florianópolis [Internet]. Anais XII Simpósio Sul Brasileiro de Geologia. 2023 ; 110.[citado 2024 out. 18 ] Available from: https://sbgeo.org.br/assets/arquivos/BOLETIM%20XII%20SIMPOSIO%20GEOLOGIA.pdf
  • Source: E3S Web of Conferences. Conference titles: International Conference on Unsaturated Soils - UNSAT 2023. Unidades: EP, IGC

    Subjects: ATERROS, REJEITOS DE MINERAÇÃO, CISALHAMENTO

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    • ABNT

      JESUS, Michelli Hora de et al. Unsaturated shear strength parameters for a compacted iron ore tailings. E3S Web of Conferences. Les Ulis: Escola Politécnica, Universidade de São Paulo. Disponível em: https://doi.org/10.1051/e3sconf/202338216004. Acesso em: 18 out. 2024. , 2023
    • APA

      Jesus, M. H. de, Serafim, R., Silva, J. P., & Marinho, F. A. M. (2023). Unsaturated shear strength parameters for a compacted iron ore tailings. E3S Web of Conferences. Les Ulis: Escola Politécnica, Universidade de São Paulo. doi:10.1051/e3sconf/202338216004
    • NLM

      Jesus MH de, Serafim R, Silva JP, Marinho FAM. Unsaturated shear strength parameters for a compacted iron ore tailings [Internet]. E3S Web of Conferences. 2023 ; 382 6 on-line.[citado 2024 out. 18 ] Available from: https://doi.org/10.1051/e3sconf/202338216004
    • Vancouver

      Jesus MH de, Serafim R, Silva JP, Marinho FAM. Unsaturated shear strength parameters for a compacted iron ore tailings [Internet]. E3S Web of Conferences. 2023 ; 382 6 on-line.[citado 2024 out. 18 ] Available from: https://doi.org/10.1051/e3sconf/202338216004
  • Source: Revista IBRACON de Estruturas e Materiais. Unidade: EESC

    Subjects: CISALHAMENTO, LAJES, NORMAS TÉCNICAS, ESTRUTURAS

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    • ABNT

      SOUSA, Alex Micael Dantas de et al. Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014. Revista IBRACON de Estruturas e Materiais, v. 16, n. 3, p. 1-18, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952023000300008. Acesso em: 18 out. 2024.
    • APA

      Sousa, A. M. D. de, Lantsoght, E. O. L., Araújo, D. de L., Prado, L. P., & El Debs, M. K. (2023). Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014. Revista IBRACON de Estruturas e Materiais, 16( 3), 1-18. doi:10.1590/S1983-41952023000300008
    • NLM

      Sousa AMD de, Lantsoght EOL, Araújo D de L, Prado LP, El Debs MK. Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300008
    • Vancouver

      Sousa AMD de, Lantsoght EOL, Araújo D de L, Prado LP, El Debs MK. Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300008
  • Source: Revista IBRACON de Estruturas e Materiais. Unidades: EESC, EP

    Subjects: MECÂNICA DA FRATURA, CISALHAMENTO, NORMAS TÉCNICAS, CONCRETO, ESTRUTURAS

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    • ABNT

      RIBEIRO, Igor José Santos et al. Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118. Revista IBRACON de Estruturas e Materiais, v. 16, n. 3, p. 1-18, 2023Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952023000300006. Acesso em: 18 out. 2024.
    • APA

      Ribeiro, I. J. S., Pessôa, J. R. de C., Bittencourt, T. N., & Beck, A. T. (2023). Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118. Revista IBRACON de Estruturas e Materiais, 16( 3), 1-18. doi:10.1590/S1983-41952023000300006
    • NLM

      Ribeiro IJS, Pessôa JR de C, Bittencourt TN, Beck AT. Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300006
    • Vancouver

      Ribeiro IJS, Pessôa JR de C, Bittencourt TN, Beck AT. Analysis of size effect in shear transfer mechanisms and size effect suppression by transversal reinforcement: contributions to NBR 6118 [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 3): 1-18.[citado 2024 out. 18 ] Available from: http://dx.doi.org/10.1590/S1983-41952023000300006
  • Source: Journal of Structural Geology. Unidade: IGC

    Subjects: REOLOGIA, CISALHAMENTO, OROGÊNESE

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    • ABNT

      ÁVILA, Carlos Fernando et al. Rheology, shear zone width, microstructural evolution and tectonics of a zippered strike-slip shear zone: the Senador Pompeu shear zone, northern Borborema Province, Brazil. Journal of Structural Geology, v. 166, p. 104776-, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.jsg.2022.104776. Acesso em: 18 out. 2024.
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      Ávila, C. F., Archanjo, C. J., Platt, J., & Fossen, H. (2023). Rheology, shear zone width, microstructural evolution and tectonics of a zippered strike-slip shear zone: the Senador Pompeu shear zone, northern Borborema Province, Brazil. Journal of Structural Geology, 166, 104776-. doi:10.1016/j.jsg.2022.104776
    • NLM

      Ávila CF, Archanjo CJ, Platt J, Fossen H. Rheology, shear zone width, microstructural evolution and tectonics of a zippered strike-slip shear zone: the Senador Pompeu shear zone, northern Borborema Province, Brazil [Internet]. Journal of Structural Geology. 2023 ; 166 104776-.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.jsg.2022.104776
    • Vancouver

      Ávila CF, Archanjo CJ, Platt J, Fossen H. Rheology, shear zone width, microstructural evolution and tectonics of a zippered strike-slip shear zone: the Senador Pompeu shear zone, northern Borborema Province, Brazil [Internet]. Journal of Structural Geology. 2023 ; 166 104776-.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.jsg.2022.104776
  • Source: Journal of Structural Geology. Unidade: IGC

    Subjects: CISALHAMENTO, ARCO MAGMÁTICO, MAGMA

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    • ABNT

      NAHAS, Isabela et al. Unraveling the relationship between a tonalitic pluton and shear zones: insights from magnetic fabrics and microstructures of the Alto Maranhão batholith, Mineiro belt, southern São Francisco craton. Journal of Structural Geology, v. 172, n. , p. 104887-, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.jsg.2023.104887. Acesso em: 18 out. 2024.
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      Nahas, I., Gonçalves, L., Gonçalves, C. C., & Raposo, M. I. B. (2023). Unraveling the relationship between a tonalitic pluton and shear zones: insights from magnetic fabrics and microstructures of the Alto Maranhão batholith, Mineiro belt, southern São Francisco craton. Journal of Structural Geology, 172( ), 104887-. doi:10.1016/j.jsg.2023.104887
    • NLM

      Nahas I, Gonçalves L, Gonçalves CC, Raposo MIB. Unraveling the relationship between a tonalitic pluton and shear zones: insights from magnetic fabrics and microstructures of the Alto Maranhão batholith, Mineiro belt, southern São Francisco craton [Internet]. Journal of Structural Geology. 2023 ; 172( ): 104887-.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.jsg.2023.104887
    • Vancouver

      Nahas I, Gonçalves L, Gonçalves CC, Raposo MIB. Unraveling the relationship between a tonalitic pluton and shear zones: insights from magnetic fabrics and microstructures of the Alto Maranhão batholith, Mineiro belt, southern São Francisco craton [Internet]. Journal of Structural Geology. 2023 ; 172( ): 104887-.[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.jsg.2023.104887
  • Source: Canadian Geotechnical Journal. Unidade: EESC

    Subjects: SOLO NÃO SATURADO, CISALHAMENTO, GEOTECNIA

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      MACHADO, Sandro Lemos et al. Coupled analysis of soil shear strength and retention curves with different interstitial fluids. Canadian Geotechnical Journal, p. 1-47, 2023Tradução . . Disponível em: https://doi.org/10.1139/cgj-2022-0307. Acesso em: 18 out. 2024.
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      Machado, S. L., Carvalho, M. de F., Vilar, O. M., & Maedo, M. A. (2023). Coupled analysis of soil shear strength and retention curves with different interstitial fluids. Canadian Geotechnical Journal, 1-47. doi:10.1139/cgj-2022-0307
    • NLM

      Machado SL, Carvalho M de F, Vilar OM, Maedo MA. Coupled analysis of soil shear strength and retention curves with different interstitial fluids [Internet]. Canadian Geotechnical Journal. 2023 ; 1-47.[citado 2024 out. 18 ] Available from: https://doi.org/10.1139/cgj-2022-0307
    • Vancouver

      Machado SL, Carvalho M de F, Vilar OM, Maedo MA. Coupled analysis of soil shear strength and retention curves with different interstitial fluids [Internet]. Canadian Geotechnical Journal. 2023 ; 1-47.[citado 2024 out. 18 ] Available from: https://doi.org/10.1139/cgj-2022-0307
  • Source: Revista IBRACON de Estruturas e Materiais. Unidade: EP

    Subjects: CONCRETO ARMADO, CISALHAMENTO, RESISTÊNCIA ESTRUTURAL, VIGAS

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      RIBEIRO, Igor José Santos e PESSÔA, José Renato de Castro e BITTENCOURT, Túlio Nogueira. Analysis of shear strength of complementary mechanisms trends in reinforced concrete beams. Revista IBRACON de Estruturas e Materiais, v. 16, n. 2, p. 24 , 2023Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952023000200008. Acesso em: 18 out. 2024.
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      Ribeiro, I. J. S., Pessôa, J. R. de C., & Bittencourt, T. N. (2023). Analysis of shear strength of complementary mechanisms trends in reinforced concrete beams. Revista IBRACON de Estruturas e Materiais, 16( 2), 24 . doi:10.1590/S1983-41952023000200008
    • NLM

      Ribeiro IJS, Pessôa JR de C, Bittencourt TN. Analysis of shear strength of complementary mechanisms trends in reinforced concrete beams [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 2): 24 .[citado 2024 out. 18 ] Available from: https://doi.org/10.1590/S1983-41952023000200008
    • Vancouver

      Ribeiro IJS, Pessôa JR de C, Bittencourt TN. Analysis of shear strength of complementary mechanisms trends in reinforced concrete beams [Internet]. Revista IBRACON de Estruturas e Materiais. 2023 ; 16( 2): 24 .[citado 2024 out. 18 ] Available from: https://doi.org/10.1590/S1983-41952023000200008
  • Source: Engineering Structures. Unidade: EESC

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

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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: Journal of the Mechanical Behavior of Biomedical Materials. Unidade: FOB

    Subjects: CISALHAMENTO, ZIRCÔNIA, SILICATOS, PORCELANA DENTÁRIA

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      BITENCOURT, Sandro Basso et al. Silica deposition on zirconia via room-temperature atomic layer deposition (RT-ALD): effect on bond strength to veneering ceramic. Journal of the Mechanical Behavior of Biomedical Materials, v. 129, 2022Tradução . . Disponível em: https://doi.org/10.1016/j.jmbbm.2022.105142. Acesso em: 18 out. 2024.
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      Bitencourt, S. B., Hatton, B. D., Bastos-Bitencourt, N. A., Santos, D. M. dos, Pesqueira, A. A., & Souza, G. M. D. (2022). Silica deposition on zirconia via room-temperature atomic layer deposition (RT-ALD): effect on bond strength to veneering ceramic. Journal of the Mechanical Behavior of Biomedical Materials, 129. doi:10.1016/j.jmbbm.2022.105142
    • NLM

      Bitencourt SB, Hatton BD, Bastos-Bitencourt NA, Santos DM dos, Pesqueira AA, Souza GMD. Silica deposition on zirconia via room-temperature atomic layer deposition (RT-ALD): effect on bond strength to veneering ceramic [Internet]. Journal of the Mechanical Behavior of Biomedical Materials. 2022 ; 129[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.jmbbm.2022.105142
    • Vancouver

      Bitencourt SB, Hatton BD, Bastos-Bitencourt NA, Santos DM dos, Pesqueira AA, Souza GMD. Silica deposition on zirconia via room-temperature atomic layer deposition (RT-ALD): effect on bond strength to veneering ceramic [Internet]. Journal of the Mechanical Behavior of Biomedical Materials. 2022 ; 129[citado 2024 out. 18 ] Available from: https://doi.org/10.1016/j.jmbbm.2022.105142
  • Source: Current trends and open problems in computational mechanics. Unidade: EP

    Subjects: VIGAS, CISALHAMENTO

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      PIMENTA, Paulo de Mattos e SILVA, Cátia da Costa e e FERNANDES, Carlos Manuel Tiago Tavares. Higher order geometrically exact shear-rigid beam finite elements. Current trends and open problems in computational mechanics. Tradução . Cham: Springer, 2022. p. 607 . Disponível em: https://repositorio.usp.br/directbitstream/1ef4dc8c-31cc-4358-a751-988077b0b322/Higher_order_geometrically_exact_shear-rigid.pdf. Acesso em: 18 out. 2024.
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      Pimenta, P. de M., Silva, C. da C. e, & Fernandes, C. M. T. T. (2022). Higher order geometrically exact shear-rigid beam finite elements. In Current trends and open problems in computational mechanics (p. 607 ). Cham: Springer. Recuperado de https://repositorio.usp.br/directbitstream/1ef4dc8c-31cc-4358-a751-988077b0b322/Higher_order_geometrically_exact_shear-rigid.pdf
    • NLM

      Pimenta P de M, Silva C da C e, Fernandes CMTT. Higher order geometrically exact shear-rigid beam finite elements [Internet]. In: Current trends and open problems in computational mechanics. Cham: Springer; 2022. p. 607 .[citado 2024 out. 18 ] Available from: https://repositorio.usp.br/directbitstream/1ef4dc8c-31cc-4358-a751-988077b0b322/Higher_order_geometrically_exact_shear-rigid.pdf
    • Vancouver

      Pimenta P de M, Silva C da C e, Fernandes CMTT. Higher order geometrically exact shear-rigid beam finite elements [Internet]. In: Current trends and open problems in computational mechanics. Cham: Springer; 2022. p. 607 .[citado 2024 out. 18 ] Available from: https://repositorio.usp.br/directbitstream/1ef4dc8c-31cc-4358-a751-988077b0b322/Higher_order_geometrically_exact_shear-rigid.pdf

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