Shake Table Test of Large-Scale Bridge Columns Supported on Rocking Shallow Foundations

Author:

Antonellis Grigorios1,Gavras Andreas G.2,Panagiotou Marios3,Kutter Bruce L.4,Guerrini Gabriele5,Sander Andrew C.6,Fox Patrick J.7

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710.

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710 (corresponding author).

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

5. Postdoctoral Researcher, Dept. of Structural Engineering, Univ. of California, San Diego, CA 92131.

6. Ph.D. Student, Dept. of Structural Engineering, Univ. of California, San Diego, CA 92131.

7. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, CA 92131.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference34 articles.

1. Soil failure can be used for seismic protection of structures

2. Shaking Table Testing of Rocking—Isolated Bridge Pier on Sand

3. Antonellis G. et al. (2014). “Shake table test response of bridge piers supported on rocking shallow foundations.” Rep. No. UCB/SEMM-2014/07 Dept. of Civil and Environmental Engineering Univ. of California Berkeley CA.

4. Antonellis G. and Panagiotou M. (2013a). “Large scale shake table tests of columns supported on rocking shallow foundations.” 〈https://www.youtube.com/watch?v=LO9ffdJ258A〉 (Jun. 17 2013).

5. Antonellis G. and Panagiotou M. (2013b). “Seismic design and performance of bridges with columns on rocking foundations.” PEER Rep. No. 2013/21 Pacific Earthquake Engineering Research Center Univ. of California Berkeley CA.

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