Source: Structural Safety. Unidade: EESC
Subjects: ANÁLISE NÃO LINEAR DE ESTRUTURAS, CONCRETO REFORÇADO COM FIBRAS, SEGURANÇA ESTRUTURAL
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NEVES, Rodrigo de Azevedo e CHATEAUNEUF, Alaa Mohamed e VENTURINI, Wilson Sérgio. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes. Structural Safety, v. 30, n. 3, p. 183-199, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.strusafe.2006.11.001. Acesso em: 05 ago. 2024.APA
Neves, R. de A., Chateauneuf, A. M., & Venturini, W. S. (2008). Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes. Structural Safety, 30( 3), 183-199. doi:10.1016/j.strusafe.2006.11.001NLM
Neves R de A, Chateauneuf AM, Venturini WS. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes [Internet]. Structural Safety. 2008 ; 30( 3): 183-199.[citado 2024 ago. 05 ] Available from: https://doi.org/10.1016/j.strusafe.2006.11.001Vancouver
Neves R de A, Chateauneuf AM, Venturini WS. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes [Internet]. Structural Safety. 2008 ; 30( 3): 183-199.[citado 2024 ago. 05 ] Available from: https://doi.org/10.1016/j.strusafe.2006.11.001
