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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1590/s1679-78252013000400003
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1590/s1679-78252013000600010
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1590/s1679-78252012000200004
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.4025/actascitechnol.v34i1.10728
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.5902/198050983812
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.4025/actascitechnol.v32i4.7249
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.4025/actascitechnol.v32i4.7249
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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: 06 out. 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 out. 06 ] 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 out. 06 ] 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
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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: 06 out. 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
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1016/j.enganabound.2008.08.016
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1016/j.cemconres.2009.07.010
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1016/j.enganabound.2008.11.005
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1016/j.engstruct.2008.11.008
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1016/j.enganabound.2008.12.006
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: http://www.lajss.org/index.php/LAJSS/article/viewFile/168/159
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1016/j.compositesa.2009.09.016
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1617/s11527-008-9416-4
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1016/j.jcsr.2008.03.021
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1016/j.engstruct.2009.05.004
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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: 06 out. 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 out. 06 ] 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 out. 06 ] Available from: https://doi.org/10.1016/j.jcsr.2009.07.004