Repair and Retrofit of RC Bridge Piers with Steel-Reinforced Grout Jackets: An Experimental Investigation

Author:

Kennedy-Kuiper Remy C. S.1,Wakjira Tadesse G.2ORCID,Alam M. Shahria3ORCID

Affiliation:

1. Graduate Research Assistant, Applied Laboratory for Advanced Materials and Structures, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7.

2. Ph.D. Student, Applied Laboratory for Advanced Materials and Structures, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. ORCID: .

3. Professor and Tier-1 Principal’s Research Chair in Resilient and Green Infrastructure, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference45 articles.

1. Performance of Degrading Reinforced Concrete Frame Systems Under the Tohoku and Christchurch Earthquake Sequences

2. Numerical modeling and analysis of RC frames subjected to multiple earthquakes

3. Seismic vulnerability assessment of RC structures: A review;Aftabur R.;Int. J. Sci. Emerging Technol.,2012

4. Lateral Cyclic Response of RC Bridge Piers Made of Recycled Concrete: Experimental Study

5. Ali, H. 1998. Earthquake database and seismic zoning of Bangladesh. Dept. of Civil Engineering, Bangladesh Univ. of Engineering and Technology.

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