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Artigo de periodico
Análise da abordagem indireta na prevenção do colapso progressivo (2021)
Seabra, A. P.; Arroyo, Felipe Nascimento ; Santos, M. M. dos; Christoforo, André Luis ; Dias, A. M. P. G.; Lahr, Francisco Antonio Rocco
Source: Holos. Unidade: EESC
Subjects: CONCRETO ARMADO, INTEGRIDADE ESTRUTURAL, ESTRUTURAS
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ABNT
SEABRA, A. P. et al. Análise da abordagem indireta na prevenção do colapso progressivo. Holos, v. 37, n. 1, p. 1-19, 2021Tradução . . Disponível em: https://doi.org/10.15628/holos.2021.10190. Acesso em: 19 abr. 2024.
APA
Seabra, A. P., Arroyo, F. N., Santos, M. M. dos, Christoforo, A. L., Dias, A. M. P. G., & Lahr, F. A. R. (2021). Análise da abordagem indireta na prevenção do colapso progressivo. Holos, 37( 1), 1-19. doi:10.15628/holos.2021.10190
NLM
Seabra AP, Arroyo FN, Santos MM dos, Christoforo AL, Dias AMPG, Lahr FAR. Análise da abordagem indireta na prevenção do colapso progressivo [Internet]. Holos. 2021 ; 37( 1): 1-19.[citado 2024 abr. 19 ] Available from: https://doi.org/10.15628/holos.2021.10190
Vancouver
Seabra AP, Arroyo FN, Santos MM dos, Christoforo AL, Dias AMPG, Lahr FAR. Análise da abordagem indireta na prevenção do colapso progressivo [Internet]. Holos. 2021 ; 37( 1): 1-19.[citado 2024 abr. 19 ] Available from: https://doi.org/10.15628/holos.2021.10190
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
Source: International Journal of Materials Engineering. Unidade: EESC
Subjects: 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: 19 abr. 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 abr. 19 ] 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 abr. 19 ] Available from: https://doi.org/10.5923/j.ijme.20180804.03
Artigo de periodico
Technical and economic analysis of structures of buildings in reinforced concrete with ribbed slab from 3 to 21 floors (2018)
Pillon, Fernando Rodrigues; Pinheiro, Roberto Vasconcelos; Vera, Aksou Vítor Kestring; Arroyo, Felipe Nascimento; Christoforo, André Luis; Panzera, Túlio Hallak; Lahr, Francisco Antonio Rocco
Source: International Journal of Materials Engineering. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO ARMADO, EDIFÍCIOS, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PILLON, Fernando Rodrigues et al. Technical and economic analysis of structures of buildings in reinforced concrete with ribbed slab from 3 to 21 floors. International Journal of Materials Engineering, v. 8, n. 6, p. 142-151, 2018Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20180806.02. Acesso em: 19 abr. 2024.
APA
Pillon, F. R., Pinheiro, R. V., Vera, A. V. K., Arroyo, F. N., Christoforo, A. L., Panzera, T. H., & Lahr, F. A. R. (2018). Technical and economic analysis of structures of buildings in reinforced concrete with ribbed slab from 3 to 21 floors. International Journal of Materials Engineering, 8( 6), 142-151. doi:10.5923/j.ijme.20180806.02
NLM
Pillon FR, Pinheiro RV, Vera AVK, Arroyo FN, Christoforo AL, Panzera TH, Lahr FAR. Technical and economic analysis of structures of buildings in reinforced concrete with ribbed slab from 3 to 21 floors [Internet]. International Journal of Materials Engineering. 2018 ; 8( 6): 142-151.[citado 2024 abr. 19 ] Available from: https://doi.org/10.5923/j.ijme.20180806.02
Vancouver
Pillon FR, Pinheiro RV, Vera AVK, Arroyo FN, Christoforo AL, Panzera TH, Lahr FAR. Technical and economic analysis of structures of buildings in reinforced concrete with ribbed slab from 3 to 21 floors [Internet]. International Journal of Materials Engineering. 2018 ; 8( 6): 142-151.[citado 2024 abr. 19 ] Available from: https://doi.org/10.5923/j.ijme.20180806.02
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
Source: Current Journal of Applied Science and Technology. Unidade: EESC
Subjects: PONTES DE MADEIRA, ESTRUTURAS MISTAS, ESTRUTURAS DE CONCRETO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
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: 19 abr. 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 abr. 19 ] 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 abr. 19 ] 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
Source: International Journal of Materials Engineering. Unidade: EESC
Subjects: 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: 19 abr. 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 abr. 19 ] 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 abr. 19 ] Available from: https://doi.org/10.5923/j.ijme.20180805.01
Artigo de periodico
Determination of the sliding modulus and limit strength of shear connectors for mixed wood-concrete structures (2018)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Almeida, Diego Henrique de; Christoforo, André Luis; Calil Júnior, Carlito; Lahr, Francisco Antonio Rocco
Source: International Journal of Materials Engineering. Unidade: EESC
Subjects: CISALHAMENTO, ESTRUTURAS MISTAS, ESTRUTURA DA MADEIRA, ESTRUTURAS DE CONCRETO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PIGOZZO, Julio César et al. Determination of the sliding modulus and limit strength of shear connectors for mixed wood-concrete structures. International Journal of Materials Engineering, v. 8, n. 4, p. 59-65, 2018Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20180804.01. Acesso em: 19 abr. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Almeida, D. H. de, Christoforo, A. L., Calil Júnior, C., & Lahr, F. A. R. (2018). Determination of the sliding modulus and limit strength of shear connectors for mixed wood-concrete structures. International Journal of Materials Engineering, 8( 4), 59-65. doi:10.5923/j.ijme.20180804.01
NLM
Pigozzo JC, Arroyo FN, Almeida DH de, Christoforo AL, Calil Júnior C, Lahr FAR. Determination of the sliding modulus and limit strength of shear connectors for mixed wood-concrete structures [Internet]. International Journal of Materials Engineering. 2018 ; 8( 4): 59-65.[citado 2024 abr. 19 ] Available from: https://doi.org/10.5923/j.ijme.20180804.01
Vancouver
Pigozzo JC, Arroyo FN, Almeida DH de, Christoforo AL, Calil Júnior C, Lahr FAR. Determination of the sliding modulus and limit strength of shear connectors for mixed wood-concrete structures [Internet]. International Journal of Materials Engineering. 2018 ; 8( 4): 59-65.[citado 2024 abr. 19 ] Available from: https://doi.org/10.5923/j.ijme.20180804.01
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
Source: Current Journal of Applied Science and Technology. Unidade: EESC
Subjects: 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: 19 abr. 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 abr. 19 ] 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 abr. 19 ] 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
Source: Current Journal of Applied Science and Technology. Unidade: EESC
Subjects: 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: 19 abr. 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 abr. 19 ] 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 abr. 19 ] 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
Source: Current Journal of Applied Science and Technology. Unidade: EESC
Subjects: 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: 19 abr. 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 abr. 19 ] 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 abr. 19 ] Available from: https://doi.org/10.9734/CJAST/2018/42993
Artigo de periodico
Technical feasibility study for the use of alternative timber in latticework for roofing with spans between 16 and 26 meters (2018)
Luz, Allan Christian Alves da; Pinheiro, Roberto Vasconcelos; Arroyo, Felipe Nascimento; Almeida, Diego Henrique de; Christoforo, André Luis; Panzera, Túlio Hallak; Lahr, Francisco Antonio Rocco
Source: International Journal of Materials Engineering. Unidade: EESC
Subjects: MADEIRA, COBERTURAS, ESTRUTURAS DE AÇO, ESTRUTURAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
LUZ, Allan Christian Alves da et al. Technical feasibility study for the use of alternative timber in latticework for roofing with spans between 16 and 26 meters. International Journal of Materials Engineering, v. 8, n. 6, p. 135-141, 2018Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20180806.01. Acesso em: 19 abr. 2024.
APA
Luz, A. C. A. da, Pinheiro, R. V., Arroyo, F. N., Almeida, D. H. de, Christoforo, A. L., Panzera, T. H., & Lahr, F. A. R. (2018). Technical feasibility study for the use of alternative timber in latticework for roofing with spans between 16 and 26 meters. International Journal of Materials Engineering, 8( 6), 135-141. doi:10.5923/j.ijme.20180806.01
NLM
Luz ACA da, Pinheiro RV, Arroyo FN, Almeida DH de, Christoforo AL, Panzera TH, Lahr FAR. Technical feasibility study for the use of alternative timber in latticework for roofing with spans between 16 and 26 meters [Internet]. International Journal of Materials Engineering. 2018 ; 8( 6): 135-141.[citado 2024 abr. 19 ] Available from: https://doi.org/10.5923/j.ijme.20180806.01
Vancouver
Luz ACA da, Pinheiro RV, Arroyo FN, Almeida DH de, Christoforo AL, Panzera TH, Lahr FAR. Technical feasibility study for the use of alternative timber in latticework for roofing with spans between 16 and 26 meters [Internet]. International Journal of Materials Engineering. 2018 ; 8( 6): 135-141.[citado 2024 abr. 19 ] Available from: https://doi.org/10.5923/j.ijme.20180806.01

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