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Artigo de periodico
Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels (2024)
Alves, Larissa Fé; Pessoa, Poliana de Melo; Jardim, Pedro Ignacio Lima Gadêlha; Faustino, Emerson; Santos, Herisson Ferreira dos; Lahr, Francisco Antonio Rocco ; Almeida, Diego Henrique de; Christoforo, André Luis
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: 11 nov. 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 nov. 11 ] 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 nov. 11 ] Available from: https://dx.doi.org/10.3390/buildings14072178
Artigo de periodico
Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm (2023)
Moraes, Matheus Henrique Morato de ; Fraga, Iuri Fazolin; Menezes, Isabella Silva ; Lahr, Francisco Antonio Rocco ; Panzera, Túlio Hallak ; Freire, Rodrigo Teixeira Santos; Dias, Alfredo Manuel Pereira Geraldes ; Santos, Herisson Ferreira dos; Faustino, Emerson; Pereira Junior, Wanderlei Malaquias; Christoforo, André Luis
Source: Buildings. Unidade: EESC
Subjects: TRELIÇAS, MADEIRA, ESTRUTURAS
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ABNT
MORAES, Matheus Henrique Morato de et al. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm. Buildings, v. 13, n. 8, p. 1-36, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13081946. Acesso em: 11 nov. 2024.
APA
Moraes, M. H. M. de, Fraga, I. F., Menezes, I. S., Lahr, F. A. R., Panzera, T. H., Freire, R. T. S., et al. (2023). Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm. Buildings, 13( 8), 1-36. doi:10.3390/buildings13081946
NLM
Moraes MHM de, Fraga IF, Menezes IS, Lahr FAR, Panzera TH, Freire RTS, Dias AMPG, Santos HF dos, Faustino E, Pereira Junior WM, Christoforo AL. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm [Internet]. Buildings. 2023 ; 13( 8): 1-36.[citado 2024 nov. 11 ] Available from: https://doi.org/10.3390/buildings13081946
Vancouver
Moraes MHM de, Fraga IF, Menezes IS, Lahr FAR, Panzera TH, Freire RTS, Dias AMPG, Santos HF dos, Faustino E, Pereira Junior WM, Christoforo AL. Comparative analysis of the mechanical performance of timber flat truss typologies for different strength classes via optimization algorithm [Internet]. Buildings. 2023 ; 13( 8): 1-36.[citado 2024 nov. 11 ] Available from: https://doi.org/10.3390/buildings13081946
Artigo de periodico
Influence of opening type in axially compressed castellated columns (2023)
Gomes, Arthur Filipe Freire ; Mesquita, Leonardo C; Rodrigues, Edson Fernando Castanheira ; Arroyo, Felipe Nascimento ; Aquino, Vinicius Borges de Moura ; Santos, Herisson Ferreira dos; Panzera, Túlio Hallak ; Lahr, Francisco Antonio Rocco ; Chahud, Eduardo; Branco, Luis A. M. N.; Christoforo, André Luis
Source: Buildings. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PILARES, ESTRUTURAS
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ABNT
GOMES, Arthur Filipe Freire et al. Influence of opening type in axially compressed castellated columns. Buildings, v. 13, n. 7, p. 1-20, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13071851. Acesso em: 11 nov. 2024.
APA
Gomes, A. F. F., Mesquita, L. C., Rodrigues, E. F. C., Arroyo, F. N., Aquino, V. B. de M., Santos, H. F. dos, et al. (2023). Influence of opening type in axially compressed castellated columns. Buildings, 13( 7), 1-20. doi:10.3390/buildings13071851
NLM
Gomes AFF, Mesquita LC, Rodrigues EFC, Arroyo FN, Aquino VB de M, Santos HF dos, Panzera TH, Lahr FAR, Chahud E, Branco LAMN, Christoforo AL. Influence of opening type in axially compressed castellated columns [Internet]. Buildings. 2023 ; 13( 7): 1-20.[citado 2024 nov. 11 ] Available from: https://doi.org/10.3390/buildings13071851
Vancouver
Gomes AFF, Mesquita LC, Rodrigues EFC, Arroyo FN, Aquino VB de M, Santos HF dos, Panzera TH, Lahr FAR, Chahud E, Branco LAMN, Christoforo AL. Influence of opening type in axially compressed castellated columns [Internet]. Buildings. 2023 ; 13( 7): 1-20.[citado 2024 nov. 11 ] Available from: https://doi.org/10.3390/buildings13071851
Artigo de periodico
Bending stiffness evaluation of Teca and Guajará lumber through tests of transverse and longitudinal vibration (2012)
Carreira, Marcelo Rodrigo; Segundinho, Pedro Gutemberg de Alcântara; Lahr, Francisco Antonio Rocco ; Dias, Antonio Alves; Calil Júnior, Carlito
Source: Acta Scientiarum. Technology. Unidade: EESC
Subjects: ENSAIOS NÃO DESTRUTIVOS (AVALIAÇÃO), MADEIRA
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ABNT
CARREIRA, Marcelo Rodrigo et al. Bending stiffness evaluation of Teca and Guajará lumber through tests of transverse and longitudinal vibration. Acta Scientiarum. Technology, v. 34, n. ja/mar. 2012, p. 27-32, 2012Tradução . . Disponível em: https://doi.org/10.4025/actascitechnol.v34i1.10728. Acesso em: 11 nov. 2024.
APA
Carreira, M. R., Segundinho, P. G. de A., Lahr, F. A. R., Dias, A. A., & Calil Júnior, C. (2012). Bending stiffness evaluation of Teca and Guajará lumber through tests of transverse and longitudinal vibration. Acta Scientiarum. Technology, 34( ja/mar. 2012), 27-32. doi:10.4025/actascitechnol.v34i1.10728
NLM
Carreira MR, Segundinho PG de A, Lahr FAR, Dias AA, Calil Júnior C. Bending stiffness evaluation of Teca and Guajará lumber through tests of transverse and longitudinal vibration [Internet]. Acta Scientiarum. Technology. 2012 ; 34( ja/mar. 2012): 27-32.[citado 2024 nov. 11 ] Available from: https://doi.org/10.4025/actascitechnol.v34i1.10728
Vancouver
Carreira MR, Segundinho PG de A, Lahr FAR, Dias AA, Calil Júnior C. Bending stiffness evaluation of Teca and Guajará lumber through tests of transverse and longitudinal vibration [Internet]. Acta Scientiarum. Technology. 2012 ; 34( ja/mar. 2012): 27-32.[citado 2024 nov. 11 ] Available from: https://doi.org/10.4025/actascitechnol.v34i1.10728

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