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Artigo de periodico
Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber (2018)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Almeida, Diego Henrique de; Christoforo, André Luis; Chahud, Eduardo; Lahr, Francisco Antonio Rocco
Fonte: International Journal of Materials Engineering. Unidade: EESC
Assuntos: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber. International Journal of Materials Engineering, v. 8, n. 4, p. 70-75, 2018Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20180804.03. Acesso em: 09 set. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Almeida, D. H. de, Christoforo, A. L., Chahud, E., & Lahr, F. A. R. (2018). Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber. International Journal of Materials Engineering, 8( 4), 70-75. doi:10.5923/j.ijme.20180804.03
NLM
Pigozzo JC, Arroyo FN, Almeida DH de, Christoforo AL, Chahud E, Lahr FAR. Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber [Internet]. International Journal of Materials Engineering. 2018 ; 8( 4): 70-75.[citado 2024 set. 09 ] Available from: https://doi.org/10.5923/j.ijme.20180804.03
Vancouver
Pigozzo JC, Arroyo FN, Almeida DH de, Christoforo AL, Chahud E, Lahr FAR. Pull out strength of bonded-in steel rods perpendicularly to the grain in Corymbia citriodora and Pinus oocarpa shiede timber [Internet]. International Journal of Materials Engineering. 2018 ; 8( 4): 70-75.[citado 2024 set. 09 ] Available from: https://doi.org/10.5923/j.ijme.20180804.03
Artigo de periodico
Design and execution of wood-concrete deck bridge (2018)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Christoforo, André Luis; Almeida, Diego Henrique de; Calil Júnior, Carlito; Lahr, Francisco Antonio Rocco
Fonte: Current Journal of Applied Science and Technology. Unidade: EESC
Assuntos: PONTES DE MADEIRA, ESTRUTURAS MISTAS, ESTRUTURAS DE CONCRETO, ESTRUTURAS
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ABNT
PIGOZZO, Julio César et al. Design and execution of wood-concrete deck bridge. Current Journal of Applied Science and Technology, v. 28, n. 3, p. 1-10, 2018Tradução . . Disponível em: https://doi.org/10.9734/CJAST/2018/42784. Acesso em: 09 set. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Christoforo, A. L., Almeida, D. H. de, Calil Júnior, C., & Lahr, F. A. R. (2018). Design and execution of wood-concrete deck bridge. Current Journal of Applied Science and Technology, 28( 3), 1-10. doi:10.9734/CJAST/2018/42784
NLM
Pigozzo JC, Arroyo FN, Christoforo AL, Almeida DH de, Calil Júnior C, Lahr FAR. Design and execution of wood-concrete deck bridge [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 3): 1-10.[citado 2024 set. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/42784
Vancouver
Pigozzo JC, Arroyo FN, Christoforo AL, Almeida DH de, Calil Júnior C, Lahr FAR. Design and execution of wood-concrete deck bridge [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 3): 1-10.[citado 2024 set. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/42784
Artigo de periodico
Pull out strength evaluation of bonded-in steel bars in Pinus oocarpa shiede structural members (2018)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Almeida, Diego Henrique de; Wolenski, Anderson Renato Vobornik; Christoforo, André Luis; Lahr, Francisco Antonio Rocco
Fonte: International Journal of Materials Engineering. Unidade: EESC
Assuntos: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Pull out strength evaluation of bonded-in steel bars in Pinus oocarpa shiede structural members. International Journal of Materials Engineering, v. 8, n. 5, p. 85-89, 2018Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20180805.01. Acesso em: 09 set. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Almeida, D. H. de, Wolenski, A. R. V., Christoforo, A. L., & Lahr, F. A. R. (2018). Pull out strength evaluation of bonded-in steel bars in Pinus oocarpa shiede structural members. International Journal of Materials Engineering, 8( 5), 85-89. doi:10.5923/j.ijme.20180805.01
NLM
Pigozzo JC, Arroyo FN, Almeida DH de, Wolenski ARV, Christoforo AL, Lahr FAR. Pull out strength evaluation of bonded-in steel bars in Pinus oocarpa shiede structural members [Internet]. International Journal of Materials Engineering. 2018 ; 8( 5): 85-89.[citado 2024 set. 09 ] Available from: https://doi.org/10.5923/j.ijme.20180805.01
Vancouver
Pigozzo JC, Arroyo FN, Almeida DH de, Wolenski ARV, Christoforo AL, Lahr FAR. Pull out strength evaluation of bonded-in steel bars in Pinus oocarpa shiede structural members [Internet]. International Journal of Materials Engineering. 2018 ; 8( 5): 85-89.[citado 2024 set. 09 ] Available from: https://doi.org/10.5923/j.ijme.20180805.01
Artigo de periodico
Behavior of shear connectors formed by bonded-in “X” type steel bars in wood-concrete specimens (2018)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Christoforo, André Luis; Almeida, Diego Henrique de; Calil Júnior, Carlito; Lahr, Francisco Antonio Rocco
Fonte: Current Journal of Applied Science and Technology. Unidade: EESC
Assuntos: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE MADEIRA, ESTRUTURAS MISTAS, ESTRUTURAS DE CONCRETO, CISALHAMENTO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Behavior of shear connectors formed by bonded-in “X” type steel bars in wood-concrete specimens. Current Journal of Applied Science and Technology, v. 28, n. 5, p. 1-8, 2018Tradução . . Disponível em: https://doi.org/10.9734/CJAST/2018/43127. Acesso em: 09 set. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Christoforo, A. L., Almeida, D. H. de, Calil Júnior, C., & Lahr, F. A. R. (2018). Behavior of shear connectors formed by bonded-in “X” type steel bars in wood-concrete specimens. Current Journal of Applied Science and Technology, 28( 5), 1-8. doi:10.9734/CJAST/2018/43127
NLM
Pigozzo JC, Arroyo FN, Christoforo AL, Almeida DH de, Calil Júnior C, Lahr FAR. Behavior of shear connectors formed by bonded-in “X” type steel bars in wood-concrete specimens [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 5): 1-8.[citado 2024 set. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/43127
Vancouver
Pigozzo JC, Arroyo FN, Christoforo AL, Almeida DH de, Calil Júnior C, Lahr FAR. Behavior of shear connectors formed by bonded-in “X” type steel bars in wood-concrete specimens [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 5): 1-8.[citado 2024 set. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/43127
Artigo de periodico
Pull out strength of bonded-In steel bars behavior in Pinus oocarpa shiede timber (2018)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Christoforo, André Luis; Almeida, Diego Henrique de; Calil Júnior, Carlito; Lahr, Francisco Antonio Rocco
Fonte: Current Journal of Applied Science and Technology. Unidade: EESC
Assuntos: ESTRUTURAS, ESTRUTURAS DE MADEIRA, CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Pull out strength of bonded-In steel bars behavior in Pinus oocarpa shiede timber. Current Journal of Applied Science and Technology, v. 28, n. 6, p. 1-9, 2018Tradução . . Disponível em: https://doi.org/10.9734/CJAST/2018/42970. Acesso em: 09 set. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Christoforo, A. L., Almeida, D. H. de, Calil Júnior, C., & Lahr, F. A. R. (2018). Pull out strength of bonded-In steel bars behavior in Pinus oocarpa shiede timber. Current Journal of Applied Science and Technology, 28( 6), 1-9. doi:10.9734/CJAST/2018/42970
NLM
Pigozzo JC, Arroyo FN, Christoforo AL, Almeida DH de, Calil Júnior C, Lahr FAR. Pull out strength of bonded-In steel bars behavior in Pinus oocarpa shiede timber [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 6): 1-9.[citado 2024 set. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/42970
Vancouver
Pigozzo JC, Arroyo FN, Christoforo AL, Almeida DH de, Calil Júnior C, Lahr FAR. Pull out strength of bonded-In steel bars behavior in Pinus oocarpa shiede timber [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 6): 1-9.[citado 2024 set. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/42970
Artigo de periodico
Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood (2018)
Pigozzo, Julio César; Chahud, Eduardo; Arroyo, Felipe Nascimento; Christoforo, André Luis; Almeida, Diego Henrique de; Lahr, Francisco Antonio Rocco
Fonte: Current Journal of Applied Science and Technology. Unidade: EESC
Assuntos: CONEXÕES ESTRUTURAIS, ESTRUTURAS DE MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood. Current Journal of Applied Science and Technology, v. 28, n. 5, p. 1-6, 2018Tradução . . Disponível em: https://doi.org/10.9734/CJAST/2018/42993. Acesso em: 09 set. 2024.
APA
Pigozzo, J. C., Chahud, E., Arroyo, F. N., Christoforo, A. L., Almeida, D. H. de, & Lahr, F. A. R. (2018). Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood. Current Journal of Applied Science and Technology, 28( 5), 1-6. doi:10.9734/CJAST/2018/42993
NLM
Pigozzo JC, Chahud E, Arroyo FN, Christoforo AL, Almeida DH de, Lahr FAR. Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 5): 1-6.[citado 2024 set. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/42993
Vancouver
Pigozzo JC, Chahud E, Arroyo FN, Christoforo AL, Almeida DH de, Lahr FAR. Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood [Internet]. Current Journal of Applied Science and Technology. 2018 ; 28( 5): 1-6.[citado 2024 set. 09 ] Available from: https://doi.org/10.9734/CJAST/2018/42993
Artigo de periodico
Characteristics value estimate of steel bar anchor strength by mean response confidence interval (2017)
Pigozzo, Julio Cézar; Martinez Espinosa, Mariano; Calil Júnior, Carlito; Arroyo, Felipe Nascimento; Christoforo, André Luis; Lahr, Francisco Antonio Rocco
Fonte: International Journal of Materials Engineering. Unidade: EESC
Assuntos: AÇO, ANCORAGEM, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio Cézar et al. Characteristics value estimate of steel bar anchor strength by mean response confidence interval. International Journal of Materials Engineering, v. 7, n. 6, p. 111-116, 2017Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20170706.02. Acesso em: 09 set. 2024.
APA
Pigozzo, J. C., Martinez Espinosa, M., Calil Júnior, C., Arroyo, F. N., Christoforo, A. L., & Lahr, F. A. R. (2017). Characteristics value estimate of steel bar anchor strength by mean response confidence interval. International Journal of Materials Engineering, 7( 6), 111-116. doi:10.5923/j.ijme.20170706.02
NLM
Pigozzo JC, Martinez Espinosa M, Calil Júnior C, Arroyo FN, Christoforo AL, Lahr FAR. Characteristics value estimate of steel bar anchor strength by mean response confidence interval [Internet]. International Journal of Materials Engineering. 2017 ; 7( 6): 111-116.[citado 2024 set. 09 ] Available from: https://doi.org/10.5923/j.ijme.20170706.02
Vancouver
Pigozzo JC, Martinez Espinosa M, Calil Júnior C, Arroyo FN, Christoforo AL, Lahr FAR. Characteristics value estimate of steel bar anchor strength by mean response confidence interval [Internet]. International Journal of Materials Engineering. 2017 ; 7( 6): 111-116.[citado 2024 set. 09 ] Available from: https://doi.org/10.5923/j.ijme.20170706.02
Artigo de periodico
Aspects of mechanical stress grading for structural timber (2016)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Cavalheiro, Raquel Schmitt; Christoforo, André Luis; Pletz, Everaldo; Lahr, Francisco Antonio Rocco
Fonte: International Journal of Materials Engineering. Unidade: EESC
Assuntos: TENSÃO ESTRUTURAL, ESTRUTURAS DE MADEIRA, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Aspects of mechanical stress grading for structural timber. International Journal of Materials Engineering, v. 6, n. 4, p. 119-125, 2016Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20160604.01. Acesso em: 09 set. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Cavalheiro, R. S., Christoforo, A. L., Pletz, E., & Lahr, F. A. R. (2016). Aspects of mechanical stress grading for structural timber. International Journal of Materials Engineering, 6( 4), 119-125. doi:10.5923/j.ijme.20160604.01
NLM
Pigozzo JC, Arroyo FN, Cavalheiro RS, Christoforo AL, Pletz E, Lahr FAR. Aspects of mechanical stress grading for structural timber [Internet]. International Journal of Materials Engineering. 2016 ; 6( 4): 119-125.[citado 2024 set. 09 ] Available from: https://doi.org/10.5923/j.ijme.20160604.01
Vancouver
Pigozzo JC, Arroyo FN, Cavalheiro RS, Christoforo AL, Pletz E, Lahr FAR. Aspects of mechanical stress grading for structural timber [Internet]. International Journal of Materials Engineering. 2016 ; 6( 4): 119-125.[citado 2024 set. 09 ] Available from: https://doi.org/10.5923/j.ijme.20160604.01
Artigo de periodico
Elastoplastic analysis of reinforced concrete structures by a specific FEM formulation (2008)
Paccola, Rodrigo Ribeiro ; Coda, Humberto Breves ; Vanalli, Leandro
Fonte: Engenharia Civil UM. Unidade: EESC
Assuntos: ESTRUTURAS DE CONCRETO, MÉTODO DOS ELEMENTOS FINITOS, CONCRETO ARMADO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves e VANALLI, Leandro. Elastoplastic analysis of reinforced concrete structures by a specific FEM formulation. Engenharia Civil UM, n. 32, p. 27-42, 2008Tradução . . Acesso em: 09 set. 2024.
APA
Paccola, R. R., Coda, H. B., & Vanalli, L. (2008). Elastoplastic analysis of reinforced concrete structures by a specific FEM formulation. Engenharia Civil UM, ( 32), 27-42.
NLM
Paccola RR, Coda HB, Vanalli L. Elastoplastic analysis of reinforced concrete structures by a specific FEM formulation. Engenharia Civil UM. 2008 ;( 32): 27-42.[citado 2024 set. 09 ]
Vancouver
Paccola RR, Coda HB, Vanalli L. Elastoplastic analysis of reinforced concrete structures by a specific FEM formulation. Engenharia Civil UM. 2008 ;( 32): 27-42.[citado 2024 set. 09 ]

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