Textile-reinforced mortar versus FRP jacketing in seismic retrofitting of RC columns with continuous or lap-spliced deformed bars

Journal of Composites for Construction

Volumn 13, Issue 5, 2009, Pages 360-371

  Bournas, D A ^a   Triantafillou, T C ^a   Zygouris, K ^a   Stavropoulos, F ^a  

^a UNIVERSITY OF PATRAS   (Greece)

Author keywords

Buckling; Concrete columns; Confinement; Mortars; Rehabilitation; Reinforced concrete; Seismic effects

Indexed keywords

BAR BUCKLING; BOND FAILURE; CONCRETE COLUMNS; CONFINEMENT; CYCLIC DEFORMATIONS; DEFORMATION CAPACITY; DEFORMED BAR; FIBER REINFORCED POLYMERS; FLOOR LEVEL; FULL SCALE; LAP SPLICE; LIMITED CAPACITY; LONGITUDINAL REINFORCEMENT; RC COLUMN; REHABILITATION; REINFORCED CONCRETE COLUMN; REINFORCED MORTAR; SEISMIC EFFECTS; SEISMIC REGIONS; SEISMIC RETROFITTING; SPLITTING BOND; STRUCTURAL MATERIALS;

BARS (METAL); BUILDING MATERIALS; COLUMNS (STRUCTURAL); CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DEFORMATION; FIBER REINFORCED PLASTICS; INDUSTRIAL MANAGEMENT; MORTAR; PATIENT REHABILITATION; PLASTER; REINFORCED CONCRETE; REINFORCED PLASTICS; REINFORCEMENT; RETROFITTING; SEISMOLOGY; TEXTILES;

BUCKLING;

EID: 70349315372     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)CC.1943-5614.0000028     Document Type: Article

References (13)

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