Shaking table test for a building model supported by the pile group on a sloping bedrock

Author:

Nakano Takaharu1,Miyamoto Yuji2

Affiliation:

1. Osaka University

2. Fukui University of Technology

Publisher

The Japanese Geotechnical Society

Reference8 articles.

1. 1) Francis, A. J. (1964): Analysis of Pile Groups with Flexural Resistance, Journal of Soil Mechanics and Foundation Division, ASCE, 90 (SM3), 1-32.

2. 2) Mitsuji, K., Motosaka, M., Ohno, S. and Tadokoro, M. (2017): Dynamic Behavior of a Pile-foundation Building with the Effect of Irregular Pile-supporting Stratum, Proceedings of 16th World Conference on Earthquake Engineering, 1922.

3. 3) Nakagawa, H., Nakai, S. and Kashima, T. (2017): Effect of the Three-dimensional Configuration of the Soil-structure System on Building Responses to Wave Propagation, Procedia Engineering, 2402-2407.

4. 4) Nakai, S. and Nakagawa, H. (2017): Effect of Geological Irregularity on the Damage of Pile Foundations during an Earthquake, Procedia Engineering, 2408-2413.

5. 5) Nakano, T., Kishi, N., Kashiwa, H. and Miyamoto Y. (2022a): Seismic Response and Pile-soil Spring of Structure Supported by Pile Group on Sloping Bedrock, Proceedings of Annual Meeting of Architectural Institute of Japan, Structure II, 415-418. (in Japanese)

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