Superstructure-foundation interaction considering settlement during a large earthquake -Effects of shear walls on stress of piles-

Author:

Shida Yukimine1,Tamura Shuji1

Affiliation:

1. Tokyo Institute of Technology

Publisher

The Japanese Geotechnical Society

Reference8 articles.

1. 1) Architectural Institute of Japan (2019): Recommendations for Design of Building Foundations (in Japanese).

2. 2) Coyle, H.M. and Reese, L.C. (1966): Load transfer for axially loaded piles in clay, Journal of the soil mechanics and foundations division, 92(2), pp. 1-26.

3. 3) Kabeyazawa, T., Otani, S., Aoyama, H. (1983): Nonlinear Dynamic Analyses of R/C Wall-Frame structures, Proceedings of the Japan concrete Institute, Vol. 5, 213-216 (in Japanese)

4. 4) Kozo System Inc. (2015): User manual for SNAP ver. 7.0.

5. 5) Kraft Jr., L. M., Ray, R. P., and Kagawa, T. (1981): Theoretical t-z curves, Journal of the Geotechnical Engineering Division, 107(11),1543-1561

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