High-strength concrete columns confined by low-volumetric-ratio lateral ties

Engineering Structures

Volumn 28, Issue 9, 2006, Pages 1346-1353

  Hong, Ki Nam ^a   Han, Sang Hoon ^a   Yi, Seong Tae ^b  

^a Chungbuk National University   (South Korea)

^b Chungcheong University   (South Korea)

Author keywords

Column; High strength concrete; Lateral tie; Low volumetric ratio; Stress strain curve

Indexed keywords

CONCRETE CONSTRUCTION; MATHEMATICAL MODELS; REINFORCED CONCRETE; STRAIN; STRESSES; YIELD STRESS;

CONCRETE COLUMNS; HIGH-STRENGTH CONCRETE; LATERAL TIE; LOW VOLUMETRIC RATIO; STRESS-STRAIN CURVE;

COLUMNS (STRUCTURAL);

COLUMNS (STRUCTURAL); CONCRETE CONSTRUCTION; MATHEMATICAL MODELS; REINFORCED CONCRETE; STRAIN; STRESSES; YIELD STRESS;

COLUMN; CONCRETE STRUCTURE; STRENGTH;

EID: 33645024777     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.01.010     Document Type: Article

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