Textile-Reinforced Mortar versus FRP Jacketing in Seismic Retrofitting of RC Columns with Continuous or Lap-Spliced Deformed Bars

Author:

Bournas D. A.1233,Triantafillou T. C.1233,Zygouris K.1233,Stavropoulos F.1233

Affiliation:

1. Formerly, Ph.D. Student, Dept. of Civil Engineering, Univ. of Patras, Patras GR-26500, Greece.

2. Professor, Dept. of Civil Engineering, Univ. of Patras, Patras GR-26500, Greece (corresponding author).

3. Formerly, Graduate Student, Dept. of Civil Engineering, Univ. of Patras, Patras GR-26500, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference13 articles.

1. Biskinis D. E. (2007). “Deformations of concrete members at yielding and ultimate.” Ph.D. thesis Civil Engineering Department University of Patras Patras Greece 528 (in Greek).

2. Bournas D. A. (2008). “Strengthening and seismic retrofitting of RC columns with advanced materials: Textile reinforced mortar near surface mounted FRP or stainless steel reinforcement.” Ph.D. thesis Civil Engineering Department University of Patras Patras Greece (in Greek).

3. Textile-reinforced mortar (TRM) versus FRP confinement in reinforced concrete columns;Bournas D. A.;ACI Struct. J.,2007

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

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