A consistent reduction of reinforced concrete beam stiffness based on reliability analysis (2002)
- Authors:
- Autor USP: VENTURINI, WILSON SERGIO - EESC
- Unidade: EESC
- Subjects: MÉTODO DOS ELEMENTOS FINITOS; ESTRUTURAS DE CONCRETO; ESTRUTURAS (CONFIABILIDADE)
- Language: Inglês
- Imprenta:
- Source:
- Título: Proceedings
- Conference titles: World Congress on Computational Methods
-
ABNT
SOARES, Rodrigo de Carvalho e MOHAMED, Alaa. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. 2002, Anais.. Vienna: IACM, 2002. . Acesso em: 19 fev. 2026. -
APA
Soares, R. de C., & Mohamed, A. (2002). A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. In Proceedings. Vienna: IACM. -
NLM
Soares R de C, Mohamed A. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. Proceedings. 2002 ;[citado 2026 fev. 19 ] -
Vancouver
Soares R de C, Mohamed A. A consistent reduction of reinforced concrete beam stiffness based on reliability analysis. Proceedings. 2002 ;[citado 2026 fev. 19 ] - Boundary element formulation applied to multi-fractured bodies
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- Some applications of the boundary element method in geomechanics
- Boundary element formulation for nonlinear applications in geomechanics
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