Foundation-Soil-Foundation Dynamics Using a 3-D Frequency Domain BEM

Author:

Karabalis D. L.,Mohammadi M.

Publisher

Springer Netherlands

Reference8 articles.

1. D. L. Karabalis and M. Mohammadi, “Foundation-Soil-Foundation Interaction: An Application to Railway Problems,” pp. 75–87, in: C. A. Brebbia, Ed., Boundary Elements X, Vol 4: Geomechanics, Wave Propagation and Vibrations (Computational Mechanics Publications, Southampton, 1988).

2. Lin, H-T, Roesset, J. M., and Tassoulas, J. T., “Dynamic Interaction Between Adjacent Foundations,” Earthquake Engineering and Structural Dynamics 15,323–343 (1987).

3. Lysmer, J., Seed, H. B., Udaka, T., Hwang, R. N., and Tsai, C. F., “Efficient Finite Element Analysis of Seismic Soil Structure Interaction,” Report No. EERC 75–34, Earthquake Engineering Research Center, University of California, Berkeley, 1975.

4. Mohammadi, M. and Karabalis, D. L., “3D Soil-Structure Interaction Analysis by the BEM: Comparison Studies and Computational Aspects,” Soil Dynamics and Earthquake Engineering 9, No. 2, 96–108 (1990).

5. Ottenstreuer, M. and Schmid, G., “Boundary Elements Applied to Soil-Foundation Interaction,” in: C. A. Brebbia, ed., Boundary Element Methods, (Springer-Verlag, Berlin, 1981) pp. 293–309.

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