Retrofitting Earthquake-Damaged RC Structural Walls with Openings by Externally Bonded FRP Strips and Sheets

Author:

Li Bing1,Qian Kai2,Tran Cao Thanh Ngoc3

Affiliation:

1. Associate Professor and Director, Natural Hazards Research Centre at Nanyang Technological Univ., Singapore 639798 (corresponding author).

2. Research Associate, Natural Hazards Research Centre at Nanyang Technological Univ., Singapore.

3. Lecturer, Dept. of Civil Engineering, International Univ., Vietnam National Univ., Ho Chi Minh City, Vietnam.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. RC Structural Walls with Staggered Door Openings

2. American Concrete Institute (ACI). (2008). “Building code requirement for structural concrete (ACI 318-08) and commentary (318R-08).” Farmington Hills MI.

3. Cyclic tests on seismically damaged reinforced concrete walls strengthened using fiber-reinforced polymer reinforcement;Antoniades K. K.;ACI Struct. J.,2003

4. Retrofitting of Severely Shear-Damaged Concrete T-Beams Using Externally Bonded Composites and Mechanical End Anchorage

5. Repair and strengthening of reinforced concrete beam-column joints: State of the art;Engindeniz M.;ACI Struct. J.,2005

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3. Retrofitting of Corrosion-Damaged Reinforced Concrete Beam-Column Joints with BFRP Sheets;Seismic Performance of Corroded Reinforced Concrete Structures Retrofitted with FRP;2024

4. Numerical Study on Strengthening of Brick Masonry Walls Using CFRP Strips;Lecture Notes in Civil Engineering;2024

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