Seismic Behavior of 200 MPa Ultra-High-Strength Steel-Fiber Reinforced Concrete Columns under Varying Axial Load

Journal of Advanced Concrete Technology

Volumn 5, Issue 2, 2007, Pages 193-200

  Kimura, Hideki ^a   Ishikawa, Yuji ^a   Kambayashi, Atsushi ^a   Takatsu, Hiroto ^a  

^a TAKENAKA CORPORATION   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

AXIAL LOADING; CONCRETE STRENGTH; COVER CONCRETE; CYCLIC LOADING TEST; DAMAGE CONTROL; DEFORMATION CAPACITY; EQUIVALENT VISCOUS DAMPING; HIGH-STRENGTH STEELS; LATERAL REINFORCEMENT; MAIN CHARACTERISTICS; MAXIMUM STRENGTH; RC COLUMN; SEISMIC BEHAVIOR; TEST RESULTS; ULTRA-HIGH; ULTRAHIGH STRENGTH; VOLUMETRIC RATIO;

AXIAL LOADS; COLUMNS (STRUCTURAL); COMPOSITE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; CYCLIC LOADS; REINFORCED CONCRETE; REINFORCEMENT;

HIGH STRENGTH STEEL;

EID: 77949391311     PISSN: 13468014     EISSN: None     Source Type: Journal    
DOI: 10.3151/jact.5.193     Document Type: Article

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