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Artigo de periodico
New design chart for basic wind speeds in Brazil (2013)
Beck, André Teófilo; Corrêa, Márcio Roberto Silva
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: SEGURANÇA ESTRUTURAL, VENTO (PROJETO)
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ABNT
BECK, André Teófilo e CORRÊA, Márcio Roberto Silva. New design chart for basic wind speeds in Brazil. Latin American Journal of Solids and Structures, v. 10, n. 4, p. 707-723, 2013Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252013000400003. Acesso em: 30 ago. 2024.
APA
Beck, A. T., & Corrêa, M. R. S. (2013). New design chart for basic wind speeds in Brazil. Latin American Journal of Solids and Structures, 10( 4), 707-723. doi:10.1590/s1679-78252013000400003
NLM
Beck AT, Corrêa MRS. New design chart for basic wind speeds in Brazil [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 4): 707-723.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1590/s1679-78252013000400003
Vancouver
Beck AT, Corrêa MRS. New design chart for basic wind speeds in Brazil [Internet]. Latin American Journal of Solids and Structures. 2013 ; 10( 4): 707-723.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1590/s1679-78252013000400003
Artigo de periodico
An object-oriented class design for the generalized finite element method programming (2013)
Piedade Neto, Dorival; Ferreira, Manoel Dênis Costa; Proença, Sergio Persival Baroncini
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PYTHON, MULTIPROGRAMAÇÃO E MULTIPROCESSAMENTO
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ABNT
PIEDADE NETO, Dorival e FERREIRA, Manoel Dênis Costa e PROENÇA, Sergio Persival Baroncini. An object-oriented class design for the generalized finite element method programming. Latin American Journal of Solids and Structures, v. No 2013, n. 6, p. 1267-1291, 2013Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252013000600010. Acesso em: 30 ago. 2024.
APA
Piedade Neto, D., Ferreira, M. D. C., & Proença, S. P. B. (2013). An object-oriented class design for the generalized finite element method programming. Latin American Journal of Solids and Structures, No 2013( 6), 1267-1291. doi:10.1590/s1679-78252013000600010
NLM
Piedade Neto D, Ferreira MDC, Proença SPB. An object-oriented class design for the generalized finite element method programming [Internet]. Latin American Journal of Solids and Structures. 2013 ; No 2013( 6): 1267-1291.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1590/s1679-78252013000600010
Vancouver
Piedade Neto D, Ferreira MDC, Proença SPB. An object-oriented class design for the generalized finite element method programming [Internet]. Latin American Journal of Solids and Structures. 2013 ; No 2013( 6): 1267-1291.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1590/s1679-78252013000600010
Artigo de periodico
Numerical combination for nonlinear analysis of structures coupled to layered soils (2012)
Silva, Wagner Queiroz; Coda, Humberto Breves
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, MÉTODO DOS ELEMENTOS FINITOS, INTERAÇÃO SOLO-ESTRUTURA
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ABNT
SILVA, Wagner Queiroz e CODA, Humberto Breves. Numerical combination for nonlinear analysis of structures coupled to layered soils. Latin American Journal of Solids and Structures, v. 9, n. 2, p. 235-257, 2012Tradução . . Disponível em: https://doi.org/10.1590/s1679-78252012000200004. Acesso em: 30 ago. 2024.
APA
Silva, W. Q., & Coda, H. B. (2012). Numerical combination for nonlinear analysis of structures coupled to layered soils. Latin American Journal of Solids and Structures, 9( 2), 235-257. doi:10.1590/s1679-78252012000200004
NLM
Silva WQ, Coda HB. Numerical combination for nonlinear analysis of structures coupled to layered soils [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 235-257.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1590/s1679-78252012000200004
Vancouver
Silva WQ, Coda HB. Numerical combination for nonlinear analysis of structures coupled to layered soils [Internet]. Latin American Journal of Solids and Structures. 2012 ; 9( 2): 235-257.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1590/s1679-78252012000200004
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 Junior, 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: 30 ago. 2024.
APA
Carreira, M. R., Segundinho, P. G. de A., Lahr, F. A. R., Dias, A. A., & Calil Junior, 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 Junior 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 ago. 30 ] Available from: https://doi.org/10.4025/actascitechnol.v34i1.10728
Vancouver
Carreira MR, Segundinho PG de A, Lahr FAR, Dias AA, Calil Junior 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 ago. 30 ] Available from: https://doi.org/10.4025/actascitechnol.v34i1.10728
Artigo de periodico
Qualidade de chapas de partículas de Pinus elliottii coladas com resina poliuretana sob diferentes combinações de pressão e temperatura (2011)
Paes, Juarez Benigno; Nunes, Shirley Tavares; Lahr, Francisco Antonio Rocco; Nascimento, Maria de Fátima; Lacerda, Roberta Maria de Albuquerque
Source: Ciência Florestal. Unidade: EESC
Subjects: RESÍDUOS (APROVEITAMENTO), ESTRUTURAS DE MADEIRA COLADA, CHAPA DE PARTÍCULAS, ADESIVOS
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ABNT
PAES, Juarez Benigno et al. Qualidade de chapas de partículas de Pinus elliottii coladas com resina poliuretana sob diferentes combinações de pressão e temperatura. Ciência Florestal, v. 21, n. 3, p. 551-558, 2011Tradução . . Disponível em: https://doi.org/10.5902/198050983812. Acesso em: 30 ago. 2024.
APA
Paes, J. B., Nunes, S. T., Lahr, F. A. R., Nascimento, M. de F., & Lacerda, R. M. de A. (2011). Qualidade de chapas de partículas de Pinus elliottii coladas com resina poliuretana sob diferentes combinações de pressão e temperatura. Ciência Florestal, 21( 3), 551-558. doi:10.5902/198050983812
NLM
Paes JB, Nunes ST, Lahr FAR, Nascimento M de F, Lacerda RM de A. Qualidade de chapas de partículas de Pinus elliottii coladas com resina poliuretana sob diferentes combinações de pressão e temperatura [Internet]. Ciência Florestal. 2011 ; 21( 3): 551-558.[citado 2024 ago. 30 ] Available from: https://doi.org/10.5902/198050983812
Vancouver
Paes JB, Nunes ST, Lahr FAR, Nascimento M de F, Lacerda RM de A. Qualidade de chapas de partículas de Pinus elliottii coladas com resina poliuretana sob diferentes combinações de pressão e temperatura [Internet]. Ciência Florestal. 2011 ; 21( 3): 551-558.[citado 2024 ago. 30 ] Available from: https://doi.org/10.5902/198050983812
Artigo de periodico
A simple method for non-linear analysis of steel fiber reinforced concrete (2010)
Vanalli, Leandro; Paccola, Rodrigo Ribeiro; Scoaris, Mario Rogerio; Coda, Humberto Breves
Source: Acta Scientiarum. Technology. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, PLASTICIDADE DAS ESTRUTURAS
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ABNT
VANALLI, Leandro et al. A simple method for non-linear analysis of steel fiber reinforced concrete. Acta Scientiarum. Technology, v. 32, n. 4, p. 367-374, 2010Tradução . . Disponível em: https://doi.org/10.4025/actascitechnol.v32i4.7249. Acesso em: 30 ago. 2024.
APA
Vanalli, L., Paccola, R. R., Scoaris, M. R., & Coda, H. B. (2010). A simple method for non-linear analysis of steel fiber reinforced concrete. Acta Scientiarum. Technology, 32( 4), 367-374. doi:10.4025/actascitechnol.v32i4.7249
NLM
Vanalli L, Paccola RR, Scoaris MR, Coda HB. A simple method for non-linear analysis of steel fiber reinforced concrete [Internet]. Acta Scientiarum. Technology. 2010 ; 32( 4): 367-374.[citado 2024 ago. 30 ] Available from: https://doi.org/10.4025/actascitechnol.v32i4.7249
Vancouver
Vanalli L, Paccola RR, Scoaris MR, Coda HB. A simple method for non-linear analysis of steel fiber reinforced concrete [Internet]. Acta Scientiarum. Technology. 2010 ; 32( 4): 367-374.[citado 2024 ago. 30 ] Available from: https://doi.org/10.4025/actascitechnol.v32i4.7249
Artigo de periodico
A simple method for non-linear analysis of steel fiber reinforced concrete (2010)
Vanalli, Leandro; Paccola, Rodrigo Ribeiro; Scoaris, Mario Rogerio; Coda, Humberto Breves
Source: Acta Scientiarum. Technology. Unidade: EESC
Subjects: CONCRETO REFORÇADO COM FIBRAS, MÉTODO DOS ELEMENTOS FINITOS, PLASTICIDADE DAS ESTRUTURAS
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ABNT
VANALLI, Leandro et al. A simple method for non-linear analysis of steel fiber reinforced concrete. Acta Scientiarum. Technology, v. 32, n. 4, p. 367-374, 2010Tradução . . Disponível em: https://doi.org/10.4025/actascitechnol.v32i4.7249. Acesso em: 30 ago. 2024.
APA
Vanalli, L., Paccola, R. R., Scoaris, M. R., & Coda, H. B. (2010). A simple method for non-linear analysis of steel fiber reinforced concrete. Acta Scientiarum. Technology, 32( 4), 367-374. doi:10.4025/actascitechnol.v32i4.7249
NLM
Vanalli L, Paccola RR, Scoaris MR, Coda HB. A simple method for non-linear analysis of steel fiber reinforced concrete [Internet]. Acta Scientiarum. Technology. 2010 ; 32( 4): 367-374.[citado 2024 ago. 30 ] Available from: https://doi.org/10.4025/actascitechnol.v32i4.7249
Vancouver
Vanalli L, Paccola RR, Scoaris MR, Coda HB. A simple method for non-linear analysis of steel fiber reinforced concrete [Internet]. Acta Scientiarum. Technology. 2010 ; 32( 4): 367-374.[citado 2024 ago. 30 ] Available from: https://doi.org/10.4025/actascitechnol.v32i4.7249
Artigo de periodico
A hybrid particle swarm optimization: simplex algorithm (PSOS) for structural damage identification (2009)
Begambre Carrillo, Oscar Javier; Laier, José Elias
Source: Advances in Engineering Software. Unidade: EESC
Subjects: MECÂNICA DO DANO, TRELIÇAS, ALGORITMOS
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ABNT
BEGAMBRE CARRILLO, Oscar Javier e LAIER, José Elias. A hybrid particle swarm optimization: simplex algorithm (PSOS) for structural damage identification. Advances in Engineering Software, v. 40, n. 9, p. Se 2009, 2009Tradução . . Disponível em: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V1P-4VT0GXT-1-9&_cdi=5680&_user=5674931&_orig=browse&_coverDate=09%2F30%2F2009&_sk=999599990&view=c&wchp=dGLbVlb-zSkzV&md5=0e6fc3e44ec025a36a9d4c4668f09b60&ie=/sdarticle.pdf. Acesso em: 30 ago. 2024.
APA
Begambre Carrillo, O. J., & Laier, J. E. (2009). A hybrid particle swarm optimization: simplex algorithm (PSOS) for structural damage identification. Advances in Engineering Software, 40( 9), Se 2009. Recuperado de http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V1P-4VT0GXT-1-9&_cdi=5680&_user=5674931&_orig=browse&_coverDate=09%2F30%2F2009&_sk=999599990&view=c&wchp=dGLbVlb-zSkzV&md5=0e6fc3e44ec025a36a9d4c4668f09b60&ie=/sdarticle.pdf
NLM
Begambre Carrillo OJ, Laier JE. A hybrid particle swarm optimization: simplex algorithm (PSOS) for structural damage identification [Internet]. Advances in Engineering Software. 2009 ; 40( 9): Se 2009.[citado 2024 ago. 30 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V1P-4VT0GXT-1-9&_cdi=5680&_user=5674931&_orig=browse&_coverDate=09%2F30%2F2009&_sk=999599990&view=c&wchp=dGLbVlb-zSkzV&md5=0e6fc3e44ec025a36a9d4c4668f09b60&ie=/sdarticle.pdf
Vancouver
Begambre Carrillo OJ, Laier JE. A hybrid particle swarm optimization: simplex algorithm (PSOS) for structural damage identification [Internet]. Advances in Engineering Software. 2009 ; 40( 9): Se 2009.[citado 2024 ago. 30 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V1P-4VT0GXT-1-9&_cdi=5680&_user=5674931&_orig=browse&_coverDate=09%2F30%2F2009&_sk=999599990&view=c&wchp=dGLbVlb-zSkzV&md5=0e6fc3e44ec025a36a9d4c4668f09b60&ie=/sdarticle.pdf
Artigo de periodico
Analytical formulae for electromechanical effective properties of 3-1 longitudinally porous piezoelectric materials (2009)
Bravo-Castillero, Julián; Rodríguez-Ramos, Reinaldo; Guinovart-Díaz, Raúl; Sabina, Federico J.; Aguiar, Adair Roberto; Silva, Uziel P.; Gómez-Muñoz, José Luis
Source: Acta Materialia. Unidade: EESC
Subjects: FIBRAS, ATUADORES PIEZELÉTRICOS
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ABNT
BRAVO-CASTILLERO, Julián et al. Analytical formulae for electromechanical effective properties of 3-1 longitudinally porous piezoelectric materials. Acta Materialia, v. 57, n. 3, p. 795-803, 2009Tradução . . Disponível em: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6TW8-4TX12FP-1-9&_cdi=5556&_user=5674931&_orig=browse&_coverDate=02%2F28%2F2009&_sk=999429996&view=c&wchp=dGLbVzz-zSkWb&md5=541e8a88ec9b259cc5c37a5259eb7f26&ie=/sdarticle.pdf. Acesso em: 30 ago. 2024.
APA
Bravo-Castillero, J., Rodríguez-Ramos, R., Guinovart-Díaz, R., Sabina, F. J., Aguiar, A. R., Silva, U. P., & Gómez-Muñoz, J. L. (2009). Analytical formulae for electromechanical effective properties of 3-1 longitudinally porous piezoelectric materials. Acta Materialia, 57( 3), 795-803. Recuperado de http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6TW8-4TX12FP-1-9&_cdi=5556&_user=5674931&_orig=browse&_coverDate=02%2F28%2F2009&_sk=999429996&view=c&wchp=dGLbVzz-zSkWb&md5=541e8a88ec9b259cc5c37a5259eb7f26&ie=/sdarticle.pdf
NLM
Bravo-Castillero J, Rodríguez-Ramos R, Guinovart-Díaz R, Sabina FJ, Aguiar AR, Silva UP, Gómez-Muñoz JL. Analytical formulae for electromechanical effective properties of 3-1 longitudinally porous piezoelectric materials [Internet]. Acta Materialia. 2009 ; 57( 3): 795-803.[citado 2024 ago. 30 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6TW8-4TX12FP-1-9&_cdi=5556&_user=5674931&_orig=browse&_coverDate=02%2F28%2F2009&_sk=999429996&view=c&wchp=dGLbVzz-zSkWb&md5=541e8a88ec9b259cc5c37a5259eb7f26&ie=/sdarticle.pdf
Vancouver
Bravo-Castillero J, Rodríguez-Ramos R, Guinovart-Díaz R, Sabina FJ, Aguiar AR, Silva UP, Gómez-Muñoz JL. Analytical formulae for electromechanical effective properties of 3-1 longitudinally porous piezoelectric materials [Internet]. Acta Materialia. 2009 ; 57( 3): 795-803.[citado 2024 ago. 30 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6TW8-4TX12FP-1-9&_cdi=5556&_user=5674931&_orig=browse&_coverDate=02%2F28%2F2009&_sk=999429996&view=c&wchp=dGLbVzz-zSkWb&md5=541e8a88ec9b259cc5c37a5259eb7f26&ie=/sdarticle.pdf
Artigo de periodico
An alternative multi-region BEM technique for three-dimensional elastic problems (2009)
Ribeiro, Dimas Betioli; Paiva, João Batista de
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, ELASTICIDADE DAS ESTRUTURAS
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ABNT
RIBEIRO, Dimas Betioli e PAIVA, João Batista de. An alternative multi-region BEM technique for three-dimensional elastic problems. Engineering Analysis with Boundary Elements, v. 33, n. 4, p. 499-507, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.08.016. Acesso em: 30 ago. 2024.
APA
Ribeiro, D. B., & Paiva, J. B. de. (2009). An alternative multi-region BEM technique for three-dimensional elastic problems. Engineering Analysis with Boundary Elements, 33( 4), 499-507. doi:10.1016/j.enganabound.2008.08.016
NLM
Ribeiro DB, Paiva JB de. An alternative multi-region BEM technique for three-dimensional elastic problems [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 4): 499-507.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2008.08.016
Vancouver
Ribeiro DB, Paiva JB de. An alternative multi-region BEM technique for three-dimensional elastic problems [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 4): 499-507.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2008.08.016
Artigo de periodico
Effect of fibre morphology on flocculation of fibre-cement suspensions (2009)
Tonoli, Gustavo Henrique Denzin; Fuente, E.; Monte, C.; Savastano Junior, Holmer; Lahr, Francisco Antonio Rocco; Blanco, A.
Source: Cement and Concrete Research. Unidades: FZEA, EESC
Subjects: FIBRAS (MORFOLOGIA), MATERIAIS COMPÓSITOS
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ABNT
TONOLI, Gustavo Henrique Denzin et al. Effect of fibre morphology on flocculation of fibre-cement suspensions. Cement and Concrete Research, v. No 2009, n. 11, p. 1017-1022, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.cemconres.2009.07.010. Acesso em: 30 ago. 2024.
APA
Tonoli, G. H. D., Fuente, E., Monte, C., Savastano Junior, H., Lahr, F. A. R., & Blanco, A. (2009). Effect of fibre morphology on flocculation of fibre-cement suspensions. Cement and Concrete Research, No 2009( 11), 1017-1022. doi:10.1016/j.cemconres.2009.07.010
NLM
Tonoli GHD, Fuente E, Monte C, Savastano Junior H, Lahr FAR, Blanco A. Effect of fibre morphology on flocculation of fibre-cement suspensions [Internet]. Cement and Concrete Research. 2009 ; No 2009( 11): 1017-1022.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.cemconres.2009.07.010
Vancouver
Tonoli GHD, Fuente E, Monte C, Savastano Junior H, Lahr FAR, Blanco A. Effect of fibre morphology on flocculation of fibre-cement suspensions [Internet]. Cement and Concrete Research. 2009 ; No 2009( 11): 1017-1022.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.cemconres.2009.07.010
Artigo de periodico
BEM formulation for reinforced plates (2009)
Waidemam, Leandro; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO (FORMULAÇÃO), PLACAS
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ABNT
WAIDEMAM, Leandro e VENTURINI, Wilson Sérgio. BEM formulation for reinforced plates. Engineering Analysis with Boundary Elements, v. 33, n. 6, p. 830-836, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.11.005. Acesso em: 30 ago. 2024.
APA
Waidemam, L., & Venturini, W. S. (2009). BEM formulation for reinforced plates. Engineering Analysis with Boundary Elements, 33( 6), 830-836. doi:10.1016/j.enganabound.2008.11.005
NLM
Waidemam L, Venturini WS. BEM formulation for reinforced plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 6): 830-836.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2008.11.005
Vancouver
Waidemam L, Venturini WS. BEM formulation for reinforced plates [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 6): 830-836.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2008.11.005
Artigo de periodico
Analysis of the behavior of transverse walls of socket base connections (2009)
Canha, Rejane Martins Fernandes; Jaguaribe Junior, Kenneth de Borja; El Debs, Ana Lúcia Homce de Cresce; El Debs, Mounir Khalil
Source: Engineering Structures. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CONEXÕES ESTRUTURAIS
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ABNT
CANHA, Rejane Martins Fernandes et al. Analysis of the behavior of transverse walls of socket base connections. Engineering Structures, v. 31, n. 3, p. 788-798, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2008.11.008. Acesso em: 30 ago. 2024.
APA
Canha, R. M. F., Jaguaribe Junior, K. de B., El Debs, A. L. H. de C., & El Debs, M. K. (2009). Analysis of the behavior of transverse walls of socket base connections. Engineering Structures, 31( 3), 788-798. doi:10.1016/j.engstruct.2008.11.008
NLM
Canha RMF, Jaguaribe Junior K de B, El Debs ALH de C, El Debs MK. Analysis of the behavior of transverse walls of socket base connections [Internet]. Engineering Structures. 2009 ; 31( 3): 788-798.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.engstruct.2008.11.008
Vancouver
Canha RMF, Jaguaribe Junior K de B, El Debs ALH de C, El Debs MK. Analysis of the behavior of transverse walls of socket base connections [Internet]. Engineering Structures. 2009 ; 31( 3): 788-798.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.engstruct.2008.11.008
Artigo de periodico
An extended BEM formulation for plates reinforced by rectangular beams (2009)
Waidemam, Leandro; Venturini, Wilson Sérgio
Source: Engineering Analysis with Boundary Elements. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, PLACAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
WAIDEMAM, Leandro e VENTURINI, Wilson Sérgio. An extended BEM formulation for plates reinforced by rectangular beams. Engineering Analysis with Boundary Elements, v. 33, n. 7, p. 983-992, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2008.12.006. Acesso em: 30 ago. 2024.
APA
Waidemam, L., & Venturini, W. S. (2009). An extended BEM formulation for plates reinforced by rectangular beams. Engineering Analysis with Boundary Elements, 33( 7), 983-992. doi:10.1016/j.enganabound.2008.12.006
NLM
Waidemam L, Venturini WS. An extended BEM formulation for plates reinforced by rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 7): 983-992.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2008.12.006
Vancouver
Waidemam L, Venturini WS. An extended BEM formulation for plates reinforced by rectangular beams [Internet]. Engineering Analysis with Boundary Elements. 2009 ; 33( 7): 983-992.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.enganabound.2008.12.006
Artigo de periodico
Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme (2009)
Silva Júnior, Cláudio Roberto Ávila da; Beck, André Teófilo; Rosa, Edison da
Source: Latin American Journal of Solids and Structures. Unidade: EESC
Assunto: PROCESSOS ESTOCÁSTICOS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA JÚNIOR, Cláudio Roberto Ávila da e BECK, André Teófilo e ROSA, Edison da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme. Latin American Journal of Solids and Structures, v. 6, n. 1, p. 51-72, 2009Tradução . . Disponível em: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159. Acesso em: 30 ago. 2024.
APA
Silva Júnior, C. R. Á. da, Beck, A. T., & Rosa, E. da. (2009). Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme. Latin American Journal of Solids and Structures, 6( 1), 51-72. Recuperado de http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
NLM
Silva Júnior CRÁ da, Beck AT, Rosa E da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 1): 51-72.[citado 2024 ago. 30 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
Vancouver
Silva Júnior CRÁ da, Beck AT, Rosa E da. Solution of the stochastic beam bending problem by Galerkin method and the askey-wiener scheme [Internet]. Latin American Journal of Solids and Structures. 2009 ; 6( 1): 51-72.[citado 2024 ago. 30 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
Artigo de periodico
Cellulose modified fibres in cement based composites (2009)
Tonoli, Gustavo Henrique Denzin; Rodrigues Filho, Ubirajara Pereira ; Savastano Junior, Holmer; Bras, J.; Belgacem, M. N.; Lahr, Francisco Antonio Rocco
Source: Composites Part A : applied science and manufacturing. Unidades: IQSC, FZEA, EESC
Subjects: MATERIAIS COMPÓSITOS, FIBRAS, TRATAMENTO DE SUPERFÍCIES
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TONOLI, Gustavo Henrique Denzin et al. Cellulose modified fibres in cement based composites. Composites Part A : applied science and manufacturing, v. 40, n. 12, p. 2046-2053, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.compositesa.2009.09.016. Acesso em: 30 ago. 2024.
APA
Tonoli, G. H. D., Rodrigues Filho, U. P., Savastano Junior, H., Bras, J., Belgacem, M. N., & Lahr, F. A. R. (2009). Cellulose modified fibres in cement based composites. Composites Part A : applied science and manufacturing, 40( 12), 2046-2053. doi:10.1016/j.compositesa.2009.09.016
NLM
Tonoli GHD, Rodrigues Filho UP, Savastano Junior H, Bras J, Belgacem MN, Lahr FAR. Cellulose modified fibres in cement based composites [Internet]. Composites Part A : applied science and manufacturing. 2009 ; 40( 12): 2046-2053.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.compositesa.2009.09.016
Vancouver
Tonoli GHD, Rodrigues Filho UP, Savastano Junior H, Bras J, Belgacem MN, Lahr FAR. Cellulose modified fibres in cement based composites [Internet]. Composites Part A : applied science and manufacturing. 2009 ; 40( 12): 2046-2053.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.compositesa.2009.09.016
Artigo de periodico
Analysing the base of precast column in socket foundations with smooth interfaces (2009)
Canha, Rejane Martins Fernandes; Ebeling, Eimair Bottega; El Debs, Ana Lucia Homce de Cresce; El Debs, Mounir Khalil
Source: Materials and Structures. Unidade: EESC
Subjects: COLUNAS, ESTRUTURAS DE CONCRETO PRÉ-MOLDADO, CONEXÕES ESTRUTURAIS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CANHA, Rejane Martins Fernandes et al. Analysing the base of precast column in socket foundations with smooth interfaces. Materials and Structures, v. 42, n. 6, p. 725-737, 2009Tradução . . Disponível em: https://doi.org/10.1617/s11527-008-9416-4. Acesso em: 30 ago. 2024.
APA
Canha, R. M. F., Ebeling, E. B., El Debs, A. L. H. de C., & El Debs, M. K. (2009). Analysing the base of precast column in socket foundations with smooth interfaces. Materials and Structures, 42( 6), 725-737. doi:10.1617/s11527-008-9416-4
NLM
Canha RMF, Ebeling EB, El Debs ALH de C, El Debs MK. Analysing the base of precast column in socket foundations with smooth interfaces [Internet]. Materials and Structures. 2009 ; 42( 6): 725-737.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1617/s11527-008-9416-4
Vancouver
Canha RMF, Ebeling EB, El Debs ALH de C, El Debs MK. Analysing the base of precast column in socket foundations with smooth interfaces [Internet]. Materials and Structures. 2009 ; 42( 6): 725-737.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1617/s11527-008-9416-4
Artigo de periodico
Study of partially encased composite beams with innovative position of stud bolts (2009)
De Nardin, Silvana; El Debs, Ana Lúcia Homce de Cresce
Source: Journal of Constructional Steel Research. Unidade: EESC
Assunto: ESTRUTURAS MISTAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
DE NARDIN, Silvana e EL DEBS, Ana Lúcia Homce de Cresce. Study of partially encased composite beams with innovative position of stud bolts. Journal of Constructional Steel Research, v. 65, n. 2, p. 342-350, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2008.03.021. Acesso em: 30 ago. 2024.
APA
De Nardin, S., & El Debs, A. L. H. de C. (2009). Study of partially encased composite beams with innovative position of stud bolts. Journal of Constructional Steel Research, 65( 2), 342-350. doi:10.1016/j.jcsr.2008.03.021
NLM
De Nardin S, El Debs ALH de C. Study of partially encased composite beams with innovative position of stud bolts [Internet]. Journal of Constructional Steel Research. 2009 ; 65( 2): 342-350.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.jcsr.2008.03.021
Vancouver
De Nardin S, El Debs ALH de C. Study of partially encased composite beams with innovative position of stud bolts [Internet]. Journal of Constructional Steel Research. 2009 ; 65( 2): 342-350.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.jcsr.2008.03.021
Artigo de periodico
Reliability-based evaluation of design code provisions for circular concrete-filled steel columns (2009)
Beck, André Teófilo; Oliveira, Walter Luiz Andrade de; De Nardin, Silvana; El Debs, Ana Lucia Homce de Cresce
Source: Engineering Structures. Unidade: EESC
Subjects: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, MATERIAIS COMPÓSITOS, AÇO, CONCRETO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BECK, André Teófilo et al. Reliability-based evaluation of design code provisions for circular concrete-filled steel columns. Engineering Structures, v. 31, n. 10, p. 2299-2308, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2009.05.004. Acesso em: 30 ago. 2024.
APA
Beck, A. T., Oliveira, W. L. A. de, De Nardin, S., & El Debs, A. L. H. de C. (2009). Reliability-based evaluation of design code provisions for circular concrete-filled steel columns. Engineering Structures, 31( 10), 2299-2308. doi:10.1016/j.engstruct.2009.05.004
NLM
Beck AT, Oliveira WLA de, De Nardin S, El Debs ALH de C. Reliability-based evaluation of design code provisions for circular concrete-filled steel columns [Internet]. Engineering Structures. 2009 ; 31( 10): 2299-2308.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.engstruct.2009.05.004
Vancouver
Beck AT, Oliveira WLA de, De Nardin S, El Debs ALH de C. Reliability-based evaluation of design code provisions for circular concrete-filled steel columns [Internet]. Engineering Structures. 2009 ; 31( 10): 2299-2308.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.engstruct.2009.05.004
Artigo de periodico
Influence of concrete strength and length/diameter on the axial capacity of CFT columns (2009)
Oliveira, Walter Luiz Andrade de; De Nardin, Silvana; El Debs, Ana Lucia Homce de Cresce; El Debs, Mounir Khalil
Source: Journal of Constructional Steel Research. Unidade: EESC
Subjects: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, COLUNAS
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
OLIVEIRA, Walter Luiz Andrade de et al. Influence of concrete strength and length/diameter on the axial capacity of CFT columns. Journal of Constructional Steel Research, v. 65, n. 12, p. 2103-2110, 2009Tradução . . Disponível em: https://doi.org/10.1016/j.jcsr.2009.07.004. Acesso em: 30 ago. 2024.
APA
Oliveira, W. L. A. de, De Nardin, S., El Debs, A. L. H. de C., & El Debs, M. K. (2009). Influence of concrete strength and length/diameter on the axial capacity of CFT columns. Journal of Constructional Steel Research, 65( 12), 2103-2110. doi:10.1016/j.jcsr.2009.07.004
NLM
Oliveira WLA de, De Nardin S, El Debs ALH de C, El Debs MK. Influence of concrete strength and length/diameter on the axial capacity of CFT columns [Internet]. Journal of Constructional Steel Research. 2009 ; 65( 12): 2103-2110.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.jcsr.2009.07.004
Vancouver
Oliveira WLA de, De Nardin S, El Debs ALH de C, El Debs MK. Influence of concrete strength and length/diameter on the axial capacity of CFT columns [Internet]. Journal of Constructional Steel Research. 2009 ; 65( 12): 2103-2110.[citado 2024 ago. 30 ] Available from: https://doi.org/10.1016/j.jcsr.2009.07.004

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