Fiber-Reinforced Polymer Retrofitting of Predamaged Substandard RC Prismatic Members

Author:

Thermou G. E.12,Pantazopoulou S. J.12

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Laboratory of Reinforced Concrete and Masonry Structures, Aristotle Univ. of Thessaloniki, Thessaloniki 54124, Greece (corresponding author).

2. Professor, Dept. of Civil Engineering, Laboratory of Reinforced Concrete, Demokritus Univ. of Thrace, Vas. Sofias 12, Xanthi 67100, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference18 articles.

1. Seismic Retrofitting of Columns with Lap Spliced Smooth Bars Through FRP or Concrete Jackets

2. Deutsches Institut für Normung (DIN). (1972). “Beton un Stahlbetonbau: Bemessung und Ausführung.” DIN 1045 Berlin.

3. Seismic design criteria for circular lap-spliced reinforced concrete bridge columns retrofitted with fiber-reinforced polymer jackets;Elsanadedy H. M.;ACI Struct. J.,2005

4. Seismic upgrade with carbon fiber-reinforced polymer of columns containing lap-spliced reinforcing bars;Ghosh K. K.;ACI Struct. J.,2007

5. Seismic retrofit of lap-splices in non-ductile square columns using carbon fiber-reinforced jackets;Harries K. A.;ACI Struct. J.,2006

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