Ductility of biaxially loaded high strength reinforced concrete columns

Journal of Engineering and Applied Science

Volumn 48, Issue 4, 2001, Pages 655-674

  Torkey, A M ^a   Shaaban, I G ^a  

^a CAIRO UNIVERSITY   (Egypt)

Author keywords

Columns; Design procedures; Displacement; Ductility; Eccentric loading; High strength concrete; Reinforced concrete

Indexed keywords

DEFORMATION; DUCTILITY; REINFORCED CONCRETE; STEEL; STRENGTH OF MATERIALS; STRUCTURAL DESIGN; STRUCTURAL LOADS;

BIAXIALLY LOADED COLUMNS;

COLUMNS (STRUCTURAL);

EID: 0035428112     PISSN: 11101903     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (16)

1. Experimental tests on eccentrically loaded high-strength concrete columns
2. High-strength concrete columns: State of the art
3. Tests of eccentrically loaded high - Strength concrete columns
4. Slender concrete columns subjected to sustained and short-term eccentric loading
5. Failure and strength of high-strength concrete columns subjected to eccentric loads
6. Behavior of high-strength concrete columns under cyclic flexure and constant axial load
7. Structural design considerations for high strength concrete
8. Strength of tied high-strength concrete columns loaded in concentric compression
9. Analytical model for concrete confinement in tied columns
10. Theoretical stress-strain model for confined concrete
11. Constitutive behavior of high-strength concrete under dynamic loads
12. Confining effect on the ductility behavior of reinforced concrete columns