Performance Validation of Equivalent Shear Beam Model Container for Dynamic Centrifuge Tests
Author:
Affiliation:
1. Korea Advanced Institute of Science and Technology (KAIST)
2. University of California, Davis
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/43/10_v10.OS-32-01/_pdf
Reference8 articles.
1. 1) Brennan, A. J., Madabhushi, S. P. G., & Houghton, N. E. (2006, July). Comparing laminar and equivalent shear beam (ESB) containers for dynamic centrifuge modelling. In Proc. 6th Int. Conf. on physical modelling in geotechnics (Vol. 6, pp. 171-176).
2. 2) Campbell, D. J., Cheney, J. A., & Kutter, B. L. (1991, June). Boundary effects in dynamic centrifuge model tests. In Centrifuge (Vol. 91, pp. 441-448).
3. 3) Kim, D. S., Kim, N. R., Choo, Y. W., & Cho, G. C. (2013a). A newly developed state-of-the-art geotechnical centrifuge in Korea. KSCE Journal of Civil Engineering, 17(1), 77-84.
4. 4) Kim, D. S., Lee, S. H., Choo, Y. W., & Perdriat, J. (2013b). Self-balanced earthquake simulator on centrifuge and dynamic performance verification. KSCE Journal of Civil Engineering, 17(4), 651-661.
5. 5) Lee, S. H., Choo, Y. W., & Kim, D. S. (2013). Performance of an equivalent shear beam (ESB) model container for dynamic geotechnical centrifuge tests. Soil Dynamics and Earthquake Engineering, 44, 102-114.
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