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Trabalho de evento
Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022 (2023)
Brito, Leandro Dussarrat; Pletz, Everaldo; Calil Júnior, Carlito
Source: Proceedings. Conference titles: World Conference on Timber Engineering - WCTE. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA, MADEIRA, ESTRUTURAS
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ABNT
BRITO, Leandro Dussarrat e PLETZ, Everaldo e CALIL JÚNIOR, Carlito. Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022. 2023, Anais.. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. Disponível em: http://dx.doi.org/10.52202/069179-0397. Acesso em: 02 nov. 2024.
APA
Brito, L. D., Pletz, E., & Calil Júnior, C. (2023). Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022. In Proceedings. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/069179-0397
NLM
Brito LD, Pletz E, Calil Júnior C. Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.52202/069179-0397
Vancouver
Brito LD, Pletz E, Calil Júnior C. Wood durability based in the new brazilian timber structures code ABNT NBR 7190:2022 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.52202/069179-0397
Trabalho de evento
The new brazilian timber structures code NBR7190:2022 (2023)
Calil Júnior, Carlito ; Icimoto, Felipe Hideyoshi; Brito, Leandro Dussarrat
Source: Proceedings. Conference titles: World Conference on Timber Engineering - WCTE. Unidade: EESC
Subjects: NORMAS TÉCNICAS, ESTRUTURAS DE MADEIRA, ESTRUTURAS
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ABNT
CALIL JÚNIOR, Carlito e ICIMOTO, Felipe Hideyoshi e BRITO, Leandro Dussarrat. The new brazilian timber structures code NBR7190:2022. 2023, Anais.. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. Disponível em: http://dx.doi.org/10.52202/069179-0399. Acesso em: 02 nov. 2024.
APA
Calil Júnior, C., Icimoto, F. H., & Brito, L. D. (2023). The new brazilian timber structures code NBR7190:2022. In Proceedings. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/069179-0399
NLM
Calil Júnior C, Icimoto FH, Brito LD. The new brazilian timber structures code NBR7190:2022 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.52202/069179-0399
Vancouver
Calil Júnior C, Icimoto FH, Brito LD. The new brazilian timber structures code NBR7190:2022 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.52202/069179-0399
Trabalho de evento
Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4 (2023)
Moritani, Fabiana Yukiko; Icimoto, Felipe Hideyoshi; Nogueira, Rodrigo de Souza; Calil Júnior, Carlito ; Santos, Lorenzo Lube dos; Ballarin, Adriano Wagner
Source: Proceedings. Conference titles: World Conference on Timber Engineering - WCTE. Unidade: EESC
Subjects: MADEIRA, RESISTÊNCIA DOS MATERIAIS, MADEIRA, ESTRUTURAS
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ABNT
MORITANI, Fabiana Yukiko et al. Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4. 2023, Anais.. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2023. Disponível em: http://dx.doi.org/10.52202/069179-0402. Acesso em: 02 nov. 2024.
APA
Moritani, F. Y., Icimoto, F. H., Nogueira, R. de S., Calil Júnior, C., Santos, L. L. dos, & Ballarin, A. W. (2023). Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4. In Proceedings. Oslo, Norway: Escola de Engenharia de São Carlos, Universidade de São Paulo. doi:10.52202/069179-0402
NLM
Moritani FY, Icimoto FH, Nogueira R de S, Calil Júnior C, Santos LL dos, Ballarin AW. Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.52202/069179-0402
Vancouver
Moritani FY, Icimoto FH, Nogueira R de S, Calil Júnior C, Santos LL dos, Ballarin AW. Structural characterization of native species according to the new brazilian standard ABNT NBR 7190:2022: part 4 [Internet]. Proceedings. 2023 ;[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.52202/069179-0402
Artigo de periodico
Experimental study on full-scale glulam beams manufactured with Eucalyptus urograndis (2023)
Nogueira, Rodrigo de Souza ; Icimoto, Felipe Hideyoshi ; Calil Júnior, Carlito ; Lahr, Francisco Antonio Rocco
Source: Maderas. Unidade: EESC
Subjects: SEQUENCIAÇÃO DA PRODUÇÃO, SCHEDULING, GESTÃO DE PROJETOS, SIMULADORES DE VOO, INOVAÇÃO, MADEIRA, MADEIRA, MADEIRA, MADEIRA, ESTRUTURAS DE MADEIRA, LAMINADOS, ESTRUTURAS
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ABNT
NOGUEIRA, Rodrigo de Souza et al. Experimental study on full-scale glulam beams manufactured with Eucalyptus urograndis. Maderas, v. 25, n. 5, p. 1-12, 2023Tradução . . Disponível em: https://doi.org/10.4067/s0718-221x2023000100405. Acesso em: 02 nov. 2024.
APA
Nogueira, R. de S., Icimoto, F. H., Calil Júnior, C., & Lahr, F. A. R. (2023). Experimental study on full-scale glulam beams manufactured with Eucalyptus urograndis. Maderas, 25( 5), 1-12. doi:10.4067/s0718-221x2023000100405
NLM
Nogueira R de S, Icimoto FH, Calil Júnior C, Lahr FAR. Experimental study on full-scale glulam beams manufactured with Eucalyptus urograndis [Internet]. Maderas. 2023 ; 25( 5): 1-12.[citado 2024 nov. 02 ] Available from: https://doi.org/10.4067/s0718-221x2023000100405
Vancouver
Nogueira R de S, Icimoto FH, Calil Júnior C, Lahr FAR. Experimental study on full-scale glulam beams manufactured with Eucalyptus urograndis [Internet]. Maderas. 2023 ; 25( 5): 1-12.[citado 2024 nov. 02 ] Available from: https://doi.org/10.4067/s0718-221x2023000100405
Artigo de periodico
Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species (2022)
Nogueira, Rodrigo de Souza; Moritani, Fabiana Yukiko; Icimoto, Felipe Hideyoshi; Dias, Antonio Alves; Calil Júnior, Carlito
Source: European Journal of Wood and Wood Products. Unidade: EESC
Subjects: PRODUTOS, MADEIRA, ADESIVOS, ESTRUTURAS
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ABNT
NOGUEIRA, Rodrigo de Souza et al. Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species. European Journal of Wood and Wood Products, p. 1-11, 2022Tradução . . Disponível em: https://doi.org/10.1007/s00107-022-01870-y. Acesso em: 02 nov. 2024.
APA
Nogueira, R. de S., Moritani, F. Y., Icimoto, F. H., Dias, A. A., & Calil Júnior, C. (2022). Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species. European Journal of Wood and Wood Products, 1-11. doi:10.1007/s00107-022-01870-y
NLM
Nogueira R de S, Moritani FY, Icimoto FH, Dias AA, Calil Júnior C. Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species [Internet]. European Journal of Wood and Wood Products. 2022 ; 1-11.[citado 2024 nov. 02 ] Available from: https://doi.org/10.1007/s00107-022-01870-y
Vancouver
Nogueira R de S, Moritani FY, Icimoto FH, Dias AA, Calil Júnior C. Performance of one-component polyurethane (1C-PUR) adhesives in the production of finger-joints fabricated from four planted forest species [Internet]. European Journal of Wood and Wood Products. 2022 ; 1-11.[citado 2024 nov. 02 ] Available from: https://doi.org/10.1007/s00107-022-01870-y
Artigo de periodico
Influence of the bonding of rebar dowel with adhesive on wood–concrete composite specimens (2020)
Molina, Julio Cesar; Oliveira, Carolina Aparecida Barros; Christoforo, André Luis ; Villas Bôas, Daniel; Calil Júnior, Carlito
Source: Proceedings of the Institution of Civil Engineers : Structures and Buildings. Unidade: EESC
Subjects: VIGAS PRÉ-MOLDADAS, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, ESTRUTURAS
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ABNT
MOLINA, Julio Cesar et al. Influence of the bonding of rebar dowel with adhesive on wood–concrete composite specimens. Proceedings of the Institution of Civil Engineers : Structures and Buildings, v. 173, n. 12, p. 904-913, 2020Tradução . . Disponível em: http://dx.doi.org/10.1680/jstbu.19.00058. Acesso em: 02 nov. 2024.
APA
Molina, J. C., Oliveira, C. A. B., Christoforo, A. L., Villas Bôas, D., & Calil Júnior, C. (2020). Influence of the bonding of rebar dowel with adhesive on wood–concrete composite specimens. Proceedings of the Institution of Civil Engineers : Structures and Buildings, 173( 12), 904-913. doi:10.1680/jstbu.19.00058
NLM
Molina JC, Oliveira CAB, Christoforo AL, Villas Bôas D, Calil Júnior C. Influence of the bonding of rebar dowel with adhesive on wood–concrete composite specimens [Internet]. Proceedings of the Institution of Civil Engineers : Structures and Buildings. 2020 ; 173( 12): 904-913.[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.1680/jstbu.19.00058
Vancouver
Molina JC, Oliveira CAB, Christoforo AL, Villas Bôas D, Calil Júnior C. Influence of the bonding of rebar dowel with adhesive on wood–concrete composite specimens [Internet]. Proceedings of the Institution of Civil Engineers : Structures and Buildings. 2020 ; 173( 12): 904-913.[citado 2024 nov. 02 ] Available from: http://dx.doi.org/10.1680/jstbu.19.00058
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
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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: 02 nov. 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 nov. 02 ] 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 nov. 02 ] Available from: https://doi.org/10.9734/CJAST/2018/42784
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
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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: 02 nov. 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 nov. 02 ] 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 nov. 02 ] Available from: https://doi.org/10.5923/j.ijme.20180804.01
Trabalho de evento
Theoretical and experimental analysis of the wooden dowel connection to a DLT panel (2018)
Pereira, Marcos Cesar de Moraes; Sohier, Luc Pascal Arthur; Calil Júnior, Carlito
Source: Anais eletrônicos. Conference titles: Simpósio em Ciência e Engenharia de Materiais - SICEM. Unidade: EESC
Subjects: MADEIRA, PAINÉIS, MATERIAIS
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ABNT
PEREIRA, Marcos Cesar de Moraes e SOHIER, Luc Pascal Arthur e CALIL JÚNIOR, Carlito. Theoretical and experimental analysis of the wooden dowel connection to a DLT panel. 2018, Anais.. São Carlos, SP: EESC/USP, 2018. Disponível em: http://soac.eesc.usp.br/index.php/SICEM/sicem2018/paper/view/1267/769. Acesso em: 02 nov. 2024.
APA
Pereira, M. C. de M., Sohier, L. P. A., & Calil Júnior, C. (2018). Theoretical and experimental analysis of the wooden dowel connection to a DLT panel. In Anais eletrônicos. São Carlos, SP: EESC/USP. Recuperado de http://soac.eesc.usp.br/index.php/SICEM/sicem2018/paper/view/1267/769
NLM
Pereira MC de M, Sohier LPA, Calil Júnior C. Theoretical and experimental analysis of the wooden dowel connection to a DLT panel [Internet]. Anais eletrônicos. 2018 ;[citado 2024 nov. 02 ] Available from: http://soac.eesc.usp.br/index.php/SICEM/sicem2018/paper/view/1267/769
Vancouver
Pereira MC de M, Sohier LPA, Calil Júnior C. Theoretical and experimental analysis of the wooden dowel connection to a DLT panel [Internet]. Anais eletrônicos. 2018 ;[citado 2024 nov. 02 ] Available from: http://soac.eesc.usp.br/index.php/SICEM/sicem2018/paper/view/1267/769
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
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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: 02 nov. 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 nov. 02 ] 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 nov. 02 ] 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
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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: 02 nov. 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 nov. 02 ] 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 nov. 02 ] Available from: https://doi.org/10.9734/CJAST/2018/42970
Artigo de periodico
Evaluation of structural elements in fire (2018)
Molina, Júlio César; Calil Júnior, Carlito
Source: Advancements in Civil Engineering & Technology. Unidade: EESC
Subjects: PREVENÇÃO DE INCÊNDIO, ELEMENTOS ESTRUTURAIS, ESTRUTURAS
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ABNT
MOLINA, Júlio César e CALIL JÚNIOR, Carlito. Evaluation of structural elements in fire. Advancements in Civil Engineering & Technology, v. 2, n. 1, p. 1-4, 2018Tradução . . Disponível em: https://doi.org/10.31031/ACET.2018.02.000530. Acesso em: 02 nov. 2024.
APA
Molina, J. C., & Calil Júnior, C. (2018). Evaluation of structural elements in fire. Advancements in Civil Engineering & Technology, 2( 1), 1-4. doi:10.31031/ACET.2018.02.000530
NLM
Molina JC, Calil Júnior C. Evaluation of structural elements in fire [Internet]. Advancements in Civil Engineering & Technology. 2018 ; 2( 1): 1-4.[citado 2024 nov. 02 ] Available from: https://doi.org/10.31031/ACET.2018.02.000530
Vancouver
Molina JC, Calil Júnior C. Evaluation of structural elements in fire [Internet]. Advancements in Civil Engineering & Technology. 2018 ; 2( 1): 1-4.[citado 2024 nov. 02 ] Available from: https://doi.org/10.31031/ACET.2018.02.000530
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
Source: International Journal of Materials Engineering. Unidade: EESC
Subjects: AÇO, ANCORAGEM, ESTRUTURAS
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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: 02 nov. 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 nov. 02 ] 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 nov. 02 ] Available from: https://doi.org/10.5923/j.ijme.20170706.02
Trabalho de evento
Comparative analysis of adhesive penetration between hard and soft wood in glued laminated timber (Glulam) using the technique of scanning electron microscopy (SEM) (2017)
Cavalheiro, Raquel Schmitt; Calil Júnior, Carlito
Source: Anais eletrônicos. Conference titles: Simpósio em Ciência e Engenharia de Materiais - SICEM. Unidade: EESC
Subjects: MADEIRA, MICROSCOPIA
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ABNT
CAVALHEIRO, Raquel Schmitt e CALIL JÚNIOR, Carlito. Comparative analysis of adhesive penetration between hard and soft wood in glued laminated timber (Glulam) using the technique of scanning electron microscopy (SEM). 2017, Anais.. São Carlos, SP: EESC/USP, 2017. Disponível em: http://www.eventos.eesc.usp.br/index.php/SICEM/xviiisicem/paper/view/386/450. Acesso em: 02 nov. 2024.
APA
Cavalheiro, R. S., & Calil Júnior, C. (2017). Comparative analysis of adhesive penetration between hard and soft wood in glued laminated timber (Glulam) using the technique of scanning electron microscopy (SEM). In Anais eletrônicos. São Carlos, SP: EESC/USP. Recuperado de http://www.eventos.eesc.usp.br/index.php/SICEM/xviiisicem/paper/view/386/450
NLM
Cavalheiro RS, Calil Júnior C. Comparative analysis of adhesive penetration between hard and soft wood in glued laminated timber (Glulam) using the technique of scanning electron microscopy (SEM) [Internet]. Anais eletrônicos. 2017 ;[citado 2024 nov. 02 ] Available from: http://www.eventos.eesc.usp.br/index.php/SICEM/xviiisicem/paper/view/386/450
Vancouver
Cavalheiro RS, Calil Júnior C. Comparative analysis of adhesive penetration between hard and soft wood in glued laminated timber (Glulam) using the technique of scanning electron microscopy (SEM) [Internet]. Anais eletrônicos. 2017 ;[citado 2024 nov. 02 ] Available from: http://www.eventos.eesc.usp.br/index.php/SICEM/xviiisicem/paper/view/386/450
Artigo de periodico
Pull out strength evaluation of steel bars bonded-in to 45° in round timbers of Corymbia citriodora treated with CCA (2017)
Pigozzo, Julio César; Arroyo, Felipe Nascimento; Christoforo, André Luis; Calil Júnior, Carlito; Lahr, Francisco Antonio Rocco
Source: International Journal of Materials Engineering. Unidade: EESC
Subjects: AÇO, MADEIRA, CISALHAMENTO, RESINAS EPOXI
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 steel bars bonded-in to 45° in round timbers of Corymbia citriodora treated with CCA. International Journal of Materials Engineering, v. 7, n. 2, p. 25-32, 2017Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20170702.02. Acesso em: 02 nov. 2024.
APA
Pigozzo, J. C., Arroyo, F. N., Christoforo, A. L., Calil Júnior, C., & Lahr, F. A. R. (2017). Pull out strength evaluation of steel bars bonded-in to 45° in round timbers of Corymbia citriodora treated with CCA. International Journal of Materials Engineering, 7( 2), 25-32. doi:10.5923/j.ijme.20170702.02
NLM
Pigozzo JC, Arroyo FN, Christoforo AL, Calil Júnior C, Lahr FAR. Pull out strength evaluation of steel bars bonded-in to 45° in round timbers of Corymbia citriodora treated with CCA [Internet]. International Journal of Materials Engineering. 2017 ; 7( 2): 25-32.[citado 2024 nov. 02 ] Available from: https://doi.org/10.5923/j.ijme.20170702.02
Vancouver
Pigozzo JC, Arroyo FN, Christoforo AL, Calil Júnior C, Lahr FAR. Pull out strength evaluation of steel bars bonded-in to 45° in round timbers of Corymbia citriodora treated with CCA [Internet]. International Journal of Materials Engineering. 2017 ; 7( 2): 25-32.[citado 2024 nov. 02 ] Available from: https://doi.org/10.5923/j.ijme.20170702.02
Trabalho de evento
Characterization of Cross Laminated Timber (CLT) panel with wood dowels connection (2017)
Pereira, Marcos Cesar de Moraes; Calil Júnior, Carlito
Source: Anais eletrônicos. Conference titles: Simpósio em Ciência e Engenharia de Materiais - SICEM. Unidade: EESC
Subjects: MADEIRA, PAINÉIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
PEREIRA, Marcos Cesar de Moraes e CALIL JÚNIOR, Carlito. Characterization of Cross Laminated Timber (CLT) panel with wood dowels connection. 2017, Anais.. São Carlos, SP: EESC/USP, 2017. Disponível em: http://www.eventos.eesc.usp.br/index.php/SICEM/xviiisicem/paper/view/879/475. Acesso em: 02 nov. 2024.
APA
Pereira, M. C. de M., & Calil Júnior, C. (2017). Characterization of Cross Laminated Timber (CLT) panel with wood dowels connection. In Anais eletrônicos. São Carlos, SP: EESC/USP. Recuperado de http://www.eventos.eesc.usp.br/index.php/SICEM/xviiisicem/paper/view/879/475
NLM
Pereira MC de M, Calil Júnior C. Characterization of Cross Laminated Timber (CLT) panel with wood dowels connection [Internet]. Anais eletrônicos. 2017 ;[citado 2024 nov. 02 ] Available from: http://www.eventos.eesc.usp.br/index.php/SICEM/xviiisicem/paper/view/879/475
Vancouver
Pereira MC de M, Calil Júnior C. Characterization of Cross Laminated Timber (CLT) panel with wood dowels connection [Internet]. Anais eletrônicos. 2017 ;[citado 2024 nov. 02 ] Available from: http://www.eventos.eesc.usp.br/index.php/SICEM/xviiisicem/paper/view/879/475
Artigo de periodico
EDGE glued panels grading through transversal vibration testing (2016)
Calil Neto, Carlito; Arroyo, Felipe; Araujo, Victor Almeida de; Christoforo, André Luis; Lahr, Francisco Antonio Rocco; Calil Júnior, Carlito
Source: International Journal of Materials Engineering. Unidade: EESC
Subjects: ENSAIOS NÃO DESTRUTIVOS, MADEIRA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CALIL NETO, Carlito et al. EDGE glued panels grading through transversal vibration testing. International Journal of Materials Engineering, v. 6, n. 3, p. 97-102, 2016Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20160603.06. Acesso em: 02 nov. 2024.
APA
Calil Neto, C., Arroyo, F., Araujo, V. A. de, Christoforo, A. L., Lahr, F. A. R., & Calil Júnior, C. (2016). EDGE glued panels grading through transversal vibration testing. International Journal of Materials Engineering, 6( 3), 97-102. doi:10.5923/j.ijme.20160603.06
NLM
Calil Neto C, Arroyo F, Araujo VA de, Christoforo AL, Lahr FAR, Calil Júnior C. EDGE glued panels grading through transversal vibration testing [Internet]. International Journal of Materials Engineering. 2016 ; 6( 3): 97-102.[citado 2024 nov. 02 ] Available from: https://doi.org/10.5923/j.ijme.20160603.06
Vancouver
Calil Neto C, Arroyo F, Araujo VA de, Christoforo AL, Lahr FAR, Calil Júnior C. EDGE glued panels grading through transversal vibration testing [Internet]. International Journal of Materials Engineering. 2016 ; 6( 3): 97-102.[citado 2024 nov. 02 ] Available from: https://doi.org/10.5923/j.ijme.20160603.06
Artigo de periodico
Influence of lamellar thickness on strength and stiffness of glued laminated timber beams of Pinus oocarpa (2016)
Icimoto, Felipe Hideyoshi; Calil Neto, Carlito; Ferro, Fabiane Salles; Macedo, Laurenn Borges de; Christoforo, André Luis; Lahr, Francisco Antonio Rocco; Calil Júnior, Carlito
Source: International Journal of Materials Engineering. Unidade: EESC
Subjects: ESTRUTURAS DE MADEIRA COLADA, MADEIRA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
ICIMOTO, Felipe Hideyoshi et al. Influence of lamellar thickness on strength and stiffness of glued laminated timber beams of Pinus oocarpa. International Journal of Materials Engineering, v. 6, n. 2, p. 51-55, 2016Tradução . . Disponível em: https://doi.org/10.5923/j.ijme.20160602.05. Acesso em: 02 nov. 2024.
APA
Icimoto, F. H., Calil Neto, C., Ferro, F. S., Macedo, L. B. de, Christoforo, A. L., Lahr, F. A. R., & Calil Júnior, C. (2016). Influence of lamellar thickness on strength and stiffness of glued laminated timber beams of Pinus oocarpa. International Journal of Materials Engineering, 6( 2), 51-55. doi:10.5923/j.ijme.20160602.05
NLM
Icimoto FH, Calil Neto C, Ferro FS, Macedo LB de, Christoforo AL, Lahr FAR, Calil Júnior C. Influence of lamellar thickness on strength and stiffness of glued laminated timber beams of Pinus oocarpa [Internet]. International Journal of Materials Engineering. 2016 ; 6( 2): 51-55.[citado 2024 nov. 02 ] Available from: https://doi.org/10.5923/j.ijme.20160602.05
Vancouver
Icimoto FH, Calil Neto C, Ferro FS, Macedo LB de, Christoforo AL, Lahr FAR, Calil Júnior C. Influence of lamellar thickness on strength and stiffness of glued laminated timber beams of Pinus oocarpa [Internet]. International Journal of Materials Engineering. 2016 ; 6( 2): 51-55.[citado 2024 nov. 02 ] Available from: https://doi.org/10.5923/j.ijme.20160602.05
Trabalho de evento
Strength classes for brazilian representative species (2016)
Marcolin, Leonardo; Calil Júnior, Carlito
Source: Proceedings. Conference titles: World Conference on Timber Engineering - WCTE. Unidade: EESC
Subjects: NORMAS TÉCNICAS, EUCALIPTO, MADEIRA, ESTRUTURAS DE MADEIRA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MARCOLIN, Leonardo e CALIL JÚNIOR, Carlito. Strength classes for brazilian representative species. 2016, Anais.. Vienna, Austria: Vienna University of Technology, 2016. . Acesso em: 02 nov. 2024.
APA
Marcolin, L., & Calil Júnior, C. (2016). Strength classes for brazilian representative species. In Proceedings. Vienna, Austria: Vienna University of Technology.
NLM
Marcolin L, Calil Júnior C. Strength classes for brazilian representative species. Proceedings. 2016 ;[citado 2024 nov. 02 ]
Vancouver
Marcolin L, Calil Júnior C. Strength classes for brazilian representative species. Proceedings. 2016 ;[citado 2024 nov. 02 ]
Trabalho de evento
Test method for the determination of shear strength in timber structural elements (2016)
Santos, Caio Victor Fernandes dos; Calil Júnior, Carlito
Source: Anais eletrônicos. Conference titles: Simpósio em Ciência e Engenharia de Materiais - SICEM. Unidade: EESC
Subjects: MATERIAIS, ESTRUTURAS DE MADEIRA, MADEIRA, CISALHAMENTO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTOS, Caio Victor Fernandes dos e CALIL JÚNIOR, Carlito. Test method for the determination of shear strength in timber structural elements. 2016, Anais.. São Carlos: EESC/USP, 2016. Disponível em: http://soac.eesc.usp.br/index.php/SICEM/SICEM/paper/view/183/96. Acesso em: 02 nov. 2024.
APA
Santos, C. V. F. dos, & Calil Júnior, C. (2016). Test method for the determination of shear strength in timber structural elements. In Anais eletrônicos. São Carlos: EESC/USP. Recuperado de http://soac.eesc.usp.br/index.php/SICEM/SICEM/paper/view/183/96
NLM
Santos CVF dos, Calil Júnior C. Test method for the determination of shear strength in timber structural elements [Internet]. Anais eletrônicos. 2016 ;[citado 2024 nov. 02 ] Available from: http://soac.eesc.usp.br/index.php/SICEM/SICEM/paper/view/183/96
Vancouver
Santos CVF dos, Calil Júnior C. Test method for the determination of shear strength in timber structural elements [Internet]. Anais eletrônicos. 2016 ;[citado 2024 nov. 02 ] Available from: http://soac.eesc.usp.br/index.php/SICEM/SICEM/paper/view/183/96

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