Experimental study on seismic response of frame structures on foundation combined with micropiles and soil bags
Author:
Affiliation:
1. Railway Technical Research Institute
2. East Japan Railway Company
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/48/10_v10.OS-37-02/_pdf
Reference9 articles.
1. 1) Doi, T., Murono, Y., Iwai, H., and Zhang, F. (2022): Numerical investigation on dynamic behavior of a composite foundation composed of soilbags and piles by 3D elastoplastic FEM, Soils and Foundations, 62(3).
2. 2) Doi, T., Murono, Y., Zhang, F. and Hirayama, Y. (2023): In-situ horizontal cyclic loading tests on composite foundation composed of soilbags and piles, Soils and Foundations, 63(4).
3. 3) Gelagoti, F., Kourkoulis, R., Anastasopoulos, I. and Gazetas, G. (2012): Rocking isolation of low-rise frame structures founded on isolated footings, Earthquake Engineering & Structural Dynamics, 41, 1177-1197.
4. 4) Kagawa, T. (1978): On the similitude in model vibration tests of earth-structures, Proceedings of the Japan Society of Civil Engineers, 278, 69-77, 1978 (in Japanese).
5. 5) Liu, W., Hutchinson, T.C., Kutter, B.L., Hakhamaneshi, M., Aschheim, M.A. and Kunnath, S.K. (2013): Demonstration of compatible yielding between soil-foundation and superstructure components, Journal of Structural Engineering, 139, 1408-1420.
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