Retrofitting of rectangular columns with deficient lap splices

Journal of Composites for Construction

Volumn 14, Issue 1, 2010, Pages 22-35

  Elgawady, Mohamed ^a   Endeshaw, Mesay ^a,b   McLean, David ^a   Sack, Ronald ^a  

^a Washington State University   (United States)

^b NONE   (United States)

Author keywords

Composite materials; Concrete columns; Cyclic loads; Retrofitting; Seismic response

Indexed keywords

BRIDGE COLUMNS; CARBON FIBER-REINFORCED POLYMER; CONCRETE COLUMN; CONCRETE COLUMNS; CONVENTIONAL STEEL; CYCLIC BEHAVIOR; DISPLACEMENT DUCTILITY; EQUIVALENT VISCOUS DAMPING; GRAVITY LOADS; LAP SPLICE; LATERAL LOADING; LONGITUDINAL BARS; LONGITUDINAL REINFORCEMENT; LOW CYCLIC FATIGUE; MODES OF FAILURE; RECTANGULAR CROSS-SECTIONS; REINFORCED CONCRETE COLUMN; TEST SPECIMENS; WASHINGTON STATE;

ASPECT RATIO; BRIDGES; BUILDING MATERIALS; CARBON FIBER REINFORCED PLASTICS; CARBON FIBERS; COLUMNS (STRUCTURAL); COMPOSITE MATERIALS; COMPOSITE MICROMECHANICS; CONCRETE CONSTRUCTION; CYCLIC LOADS; ENERGY DISSIPATION; FAILURE ANALYSIS; REINFORCED CONCRETE; REINFORCEMENT; SEISMIC RESPONSE;

RETROFITTING;

CARBON FIBERS; COLUMNS; COMPOSITES; CONCRETE; CONSTRUCTION MATERIALS; CYCLIC LOADS; DISSIPATION FACTOR; ENERGY; PLASTICS; REINFORCED CONCRETE; REINFORCEMENT;

EID: 75649112665     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000047     Document Type: Article

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