Maximum axial load level and minimum confinement for limited ductility design of high-strength concrete columns

Computers and Concrete

Volumn 6, Issue 5, 2009, Pages 357-376

  Lam, J Y K ^a   Ho, J C M ^a   Kwan, A K H ^a  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

Columns; Confinement; Ductility; High strength concrete

Indexed keywords

AXIAL LOADS; COLUMNS (STRUCTURAL); CONCRETE CONSTRUCTION; CONCRETES; DESIGN; DUCTILITY; NUMERICAL METHODS; PLASMA CONFINEMENT; ROCK PRESSURE;

CONCRETE STRENGTH; CONFINING PRESSURES; DIRECT EVALUATIONS; FLEXURAL DUCTILITY; HIGH STRENGTH CONCRETES; HIGH-STRENGTH CONCRETE COLUMNS; LONGITUDINAL STEEL; MOMENT CURVATURE ANALYSIS;

HIGH PERFORMANCE CONCRETE;

EID: 70350123313     PISSN: 15988198     EISSN: None     Source Type: Journal    
DOI: 10.12989/cac.2009.6.5.357     Document Type: Article

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