Source: Materials and Structures. Unidade: EESC
Subjects: PILARES, CONCRETO DE ALTA RESISTÊNCIA, FIBRAS
ABNT
LIMA JÚNIOR, Humberto Correia e GIONGO, José Samuel. Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression. Materials and Structures, v. 37, n. 274, p. 689-697, 2004Tradução . . Disponível em: https://doi.org/10.1007/bf02480514. Acesso em: 19 abr. 2024.APA
Lima Júnior, H. C., & Giongo, J. S. (2004). Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression. Materials and Structures, 37( 274), 689-697. doi:10.1007/bf02480514NLM
Lima Júnior HC, Giongo JS. Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression [Internet]. Materials and Structures. 2004 ; 37( 274): 689-697.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02480514Vancouver
Lima Júnior HC, Giongo JS. Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression [Internet]. Materials and Structures. 2004 ; 37( 274): 689-697.[citado 2024 abr. 19 ] Available from: https://doi.org/10.1007/bf02480514