Shake Table Test of Large-Scale Bridge Columns Supported on Rocking Shallow Foundations-Reference-Cited by-同舟云学术

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

Published:2015-05 Issue:5 Volume:141 Page:04015009
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001284

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.

Cited by 92 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Quasi-static tests and numerical simulations of ductile seismic behavior for scoured bridge pile group foundations considering pile uplift;Ocean Engineering;2023-12

2. Prediction of Acceleration Amplification Ratio of Rocking Foundations Using Machine Learning and Deep Learning Models;Applied Sciences;2023-11-29

3. Facial Expression Recognition Using YOLO;2023 International Conference on Research Methodologies in Knowledge Management, Artificial Intelligence and Telecommunication Engineering (RMKMATE);2023-11-01

4. Automatic echocardiographic anomalies interpretation using a stacked residual-dense network model;BMC Bioinformatics;2023-09-27

5. Overall Improvement of Seismic Resilience by Rocking Foundation and Trade-off Implications;International Journal of Geosynthetics and Ground Engineering;2023-06-21