Automated Damage Index Estimation of Reinforced Concrete Columns for Post-Earthquake Evaluations

Author:

Paal Stephanie G.1,Jeon Jong-Su2,Brilakis Ioannis3,DesRoches Reginald4

Affiliation:

1. Postdoctoral Researcher, School of Architecture, Civil, and Environmental Engineering, Ecole Polytechnique Fédérale de Lausanne (EPFL), 1015 Lausanne, Switzerland (corresponding author).

2. Postdoctoral Researcher, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332.

3. Lecturer, Engineering Dept., Univ. of Cambridge, Cambridge CB2 1PZ, U.K.

4. Karen and John Huff School Chair and Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference53 articles.

1. Analysis of Edge-Detection Techniques for Crack Identification in Bridges

2. PCA-Based algorithm for unsupervised bridge crack detection

3. Aboutaha R. S. (1994). “Seismic retrofit of non-ductile reinforced concrete columns using rectangular steel jackets.” Ph.D. thesis Dept. of Civil Engineering Univ. of Texas Austin TX.

4. Applied Technology Council (ATC). (1989). “Procedures for postearthquake safety evaluations of buildings report ATC-20.” ATC-20 Redwood City CA.

5. Applied Technology Council (ATC). (1995). “Addendum to the ATC-20 postearthquake building safety evaluation procedures.” ATC-20-2 Redwood City CA.

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