Source: Revista IBRACON de Estruturas e Materiais. Unidades: EESC, EP
Subjects: ESTRUTURAS, SEGURANÇA ESTRUTURAL, VIGAS PRÉ-MOLDADAS, PONTES, ESTRUTURAS
ABNT
LYRA, Pedro Henrique Cerento de e BECK, André Teófilo e STUCCHI, Fernando Rebouças. Reliability analysis of a prestressed bridge beam designed in serviceability limit state as recommended by NBR 6118 and 7188. Revista IBRACON de Estruturas e Materiais, v. 13, n. 2, p. 380-397, 2020Tradução . . Disponível em: https://doi.org/10.1590/S1983-41952020000200010. Acesso em: 14 set. 2024.APA
Lyra, P. H. C. de, Beck, A. T., & Stucchi, F. R. (2020). Reliability analysis of a prestressed bridge beam designed in serviceability limit state as recommended by NBR 6118 and 7188. Revista IBRACON de Estruturas e Materiais, 13( 2), 380-397. doi:10.1590/S1983-41952020000200010NLM
Lyra PHC de, Beck AT, Stucchi FR. Reliability analysis of a prestressed bridge beam designed in serviceability limit state as recommended by NBR 6118 and 7188 [Internet]. Revista IBRACON de Estruturas e Materiais. 2020 ; 13( 2): 380-397.[citado 2024 set. 14 ] Available from: https://doi.org/10.1590/S1983-41952020000200010Vancouver
Lyra PHC de, Beck AT, Stucchi FR. Reliability analysis of a prestressed bridge beam designed in serviceability limit state as recommended by NBR 6118 and 7188 [Internet]. Revista IBRACON de Estruturas e Materiais. 2020 ; 13( 2): 380-397.[citado 2024 set. 14 ] Available from: https://doi.org/10.1590/S1983-41952020000200010