Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads (2010)
- Authors:
- USP affiliated authors: DEBS, ANA LUCIA HOMCE DE CRESCE EL - EESC ; DEBS, MOUNIR KHALIL EL - EESC
- Unidade: EESC
- Subjects: COLUNAS; CONCRETO; ANÁLISE EXPERIMENTAL DE ESTRUTURAS
- Language: Inglês
- Imprenta:
- Publisher place: Washington
- Date published: 2010
- Source:
- Título: Proceedings
- Conference titles: International fib Congress and Exhibition
-
ABNT
OLIVEIRA, Walter Luiz de Andrade et al. Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads. 2010, Anais.. Washington: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2010. . Acesso em: 26 nov. 2025. -
APA
Oliveira, W. L. de A., El Debs, A. L. H. de C., De Nardin, S., & El Debs, M. K. (2010). Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads. In Proceedings. Washington: Escola de Engenharia de São Carlos, Universidade de São Paulo. -
NLM
Oliveira WL de A, El Debs ALH de C, De Nardin S, El Debs MK. Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads. Proceedings. 2010 ;[citado 2025 nov. 26 ] -
Vancouver
Oliveira WL de A, El Debs ALH de C, De Nardin S, El Debs MK. Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads. Proceedings. 2010 ;[citado 2025 nov. 26 ] - Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state
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