Seismic retrofitting of reinforced concrete columns with wing walls using carbon fiber reinforced plastic walls

American Concrete Institute, ACI Special Publication

Volumn SP-188, Issue , 1999, Pages 193-204

  Masuo, K ^a  

^a At General Building Research Corporation

Author keywords

Carbon; Columns; Ductility; Earthquake damage; Fiber; Reinforcement; Strength; Walls

Indexed keywords

APARTMENT HOUSES; BUILDING CODES; COLUMNS (STRUCTURAL); CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DEFORMATION; FIBER REINFORCED CONCRETE; FIBERS; GRAPHITE FIBERS; HYDRAULIC STRUCTURES; POLYMER CONCRETE; RETROFITTING; SHEAR STRESS; WALLS (STRUCTURAL PARTITIONS);

APARTMENT BUILDINGS; DEFORMATION CAPACITY; DEFORMATION ZONE; EARTHQUAKE LOADINGS; HORIZONTAL LOADS; REINFORCED CONCRETE COLUMN; SEISMIC RETROFITTING; ULTIMATE STRENGTH;

CARBON FIBER REINFORCED PLASTICS;

EID: 9444292370     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. I) Masuo, K. et al: Damage Analysis of Residential RC Buildings Subjected to Hanshin-Awaji Earthquake of 1995, GBRC, No.8!, pp.28-135, Jan. 1996.
2. Umemura, H., Plastic Deformation and Ultimate Strength of Reinforced Concrete Beams, Transaction ofAIJ, No.42, pp. 59-70, Feb. 1951.
3. Masuo, K., Evaluation of Ultimate Shear Strength and Yield Deformation of Reinforced Concrete Columns and Beams, Journal ofStruct. Constr. Engng, AIJ, No.452, pp.87-97, Oct. 1993.
4. The Japan Building Disaster Prevention Association Standard of Seismic Diagnosis for Existing Reinforced Concrete Buildings, 1990.