Source: Engineering Structures. Unidade: EESC
Subjects: ANÁLISE EXPERIMENTAL DE ESTRUTURAS, MATERIAIS COMPÓSITOS, AÇO, CONCRETO
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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: 15 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.2009.05.004NLM
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. 15 ] Available from: https://doi.org/10.1016/j.engstruct.2009.05.004Vancouver
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. 15 ] Available from: https://doi.org/10.1016/j.engstruct.2009.05.004
