Source: Materials and Structures. Unidade: EP
Subjects: TÚNEIS, CONCRETO REFORÇADO COM FIBRAS, INCÊNDIO
ABNT
SERAFINI, Ramoel e FUENTE ANTEQUERA, Albert de La e FIGUEIREDO, Antonio Domingues de. Assessment of the post-fire residual bearing capacity of FRC and hybrid RC-FRC tunnel sections considering thermal spalling. Materials and Structures, v. 54, n. 6, p. 18 on-line, 2021Tradução . . Disponível em: https://doi.org/10.1617/s11527-021-01819-2. Acesso em: 28 abr. 2024.APA
Serafini, R., Fuente Antequera, A. de L., & Figueiredo, A. D. de. (2021). Assessment of the post-fire residual bearing capacity of FRC and hybrid RC-FRC tunnel sections considering thermal spalling. Materials and Structures, 54( 6), 18 on-line. doi:10.1617/s11527-021-01819-2NLM
Serafini R, Fuente Antequera A de L, Figueiredo AD de. Assessment of the post-fire residual bearing capacity of FRC and hybrid RC-FRC tunnel sections considering thermal spalling [Internet]. Materials and Structures. 2021 ; 54( 6): 18 on-line.[citado 2024 abr. 28 ] Available from: https://doi.org/10.1617/s11527-021-01819-2Vancouver
Serafini R, Fuente Antequera A de L, Figueiredo AD de. Assessment of the post-fire residual bearing capacity of FRC and hybrid RC-FRC tunnel sections considering thermal spalling [Internet]. Materials and Structures. 2021 ; 54( 6): 18 on-line.[citado 2024 abr. 28 ] Available from: https://doi.org/10.1617/s11527-021-01819-2