Mathematical model of RC banded column behaviour

Construction and Building Materials

Volumn 15, Issue 8, 2001, Pages 351-359

  Cirtek, L ^a  

^a BRNO UNIVERSITY OF TECHNOLOGY   (Czech Republic)

Author keywords

Columns; Mathematical model; Reinforced concrete; Steel banding

Indexed keywords

BEARING CAPACITY; MATHEMATICAL MODELS; REINFORCED CONCRETE; STEEL; STRUCTURAL LOADS;

STEEL BANDING;

COLUMNS (STRUCTURAL);

EID: 0035546274     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0950-0618(01)00014-9     Document Type: Article

References (13)

1. Triaxial stress-strain relationship for concrete
2. Complete triaxial stress-strain curves for concrete
3. Constitutive model for triaxial behaviour of concrete
4. Reinforced concrete columns confined by circular spirals and hoops
5. Axial load behaviour of large-scale spirally-reinforced high-strength concrete columns
6. Analytical study for concrete confinement in tied columns
7. Confinement of high-strength concrete columns
8. Strength and ductility of tied concrete columns
9. Predictions of ultimate behaviour of confined columns subjected to large deformation