Reliability analysis of I-section steel columns designed according to new brazilian building codes (2008)
- Authors:
- Autor USP: BECK, ANDRÉ TEÓFILO - EESC
- Unidade: EESC
- DOI: 10.1590/s1678-58782008000200008
- Subjects: SEGURANÇA ESTRUTURAL; COLUNAS; ANÁLISE NUMÉRICA; MÉTODO DOS ELEMENTOS FINITOS
- Language: Inglês
- Imprenta:
- Publisher place: Rio de Janeiro
- Date published: 2008
- Source:
- Título do periódico: Journal of the Brazilian Society of Mechanical Sciences and Engineering
- ISSN: 1678-5878
- Volume/Número/Paginação/Ano: v. 30, n. 2, p. 152-159, Apr./June 2008
- Este periódico é de assinatura
- Este artigo é de acesso aberto
- URL de acesso aberto
- Cor do Acesso Aberto: hybrid
- Licença: cc-by-nc
-
ABNT
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: 18 abr. 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/s1678-58782008000200008 -
NLM
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 abr. 18 ] Available from: https://doi.org/10.1590/s1678-58782008000200008 -
Vancouver
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 abr. 18 ] Available from: https://doi.org/10.1590/s1678-58782008000200008 - Optimum design of robust compliant mechanisms with uncertainties in output stiffness
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Informações sobre o DOI: 10.1590/s1678-58782008000200008 (Fonte: oaDOI API)
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