Source: Proceedings. Conference titles: PCI/FHWA/FIB International Symposium on High Performance Concrete. Unidade: EESC
Assunto: ANÁLISE EXPERIMENTAL DE ESTRUTURAS
ABNT
VANDERLEI, Romel Dias e GIONGO, José Samuel. Theoretical -: experimental analysis of cross sections columns of high strength concrete under eccentric compression using different stress - strain in relationships. 2000, Anais.. Chicago: PCI, 2000. . Acesso em: 10 nov. 2024.APA
Vanderlei, R. D., & Giongo, J. S. (2000). Theoretical -: experimental analysis of cross sections columns of high strength concrete under eccentric compression using different stress - strain in relationships. In Proceedings. Chicago: PCI.NLM
Vanderlei RD, Giongo JS. Theoretical -: experimental analysis of cross sections columns of high strength concrete under eccentric compression using different stress - strain in relationships. Proceedings. 2000 ;[citado 2024 nov. 10 ]Vancouver
Vanderlei RD, Giongo JS. Theoretical -: experimental analysis of cross sections columns of high strength concrete under eccentric compression using different stress - strain in relationships. Proceedings. 2000 ;[citado 2024 nov. 10 ]