Fonte: Journal of the Brazilian Society of Mechanical Sciences and Engineering. Unidade: EESC
Assuntos: SEGURANÇA ESTRUTURAL, COLUNAS, ANÁLISE NUMÉRICA, MÉTODO DOS ELEMENTOS FINITOS
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BECK, André Teófilo e DÓRIA, André Santos. Reliability analysis of I-section steel columns designed according to new brazilian building codes. Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 30, n. 2, p. 152-159, 2008Tradução . . Disponível em: https://doi.org/10.1590/s1678-58782008000200008. Acesso em: 29 maio 2024.APA
Beck, A. T., & Dória, A. S. (2008). Reliability analysis of I-section steel columns designed according to new brazilian building codes. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 30( 2), 152-159. doi:10.1590/s1678-58782008000200008NLM
Beck AT, Dória AS. Reliability analysis of I-section steel columns designed according to new brazilian building codes [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2008 ; 30( 2): 152-159.[citado 2024 maio 29 ] Available from: https://doi.org/10.1590/s1678-58782008000200008Vancouver
Beck AT, Dória AS. Reliability analysis of I-section steel columns designed according to new brazilian building codes [Internet]. Journal of the Brazilian Society of Mechanical Sciences and Engineering. 2008 ; 30( 2): 152-159.[citado 2024 maio 29 ] Available from: https://doi.org/10.1590/s1678-58782008000200008
