SEISMIC RESPONSE OF PILE GROUP IN GRANULAR SOIL SUBJECTED TO INPUT MOTION IN OBLIQUE DIRECTION
Author:
Affiliation:
1. Graduate School of Engineering, Osaka University
2. Technical Research Institute, OBAYASHI CORPORATION
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/85/777/85_1419/_pdf
Reference23 articles.
1. 1) Nakano, T., Kashiwa, H. and Miyamoto, Y. : Simulation Analysis about Damaged Structure Supported by Piles in Heavily Damaged Zone during the 1995 Hyogoken-nambu Earthquake, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 692, pp. 1695-1704, 2013.10 (in Japanese)
2. 2) Nakano, T., Miyamoto, Y. and Kawabe, H. : Nonlinear Soil-Structure Interaction of Mashiki Town Office Subjected to Continuous Strong Motions during the 2016 Kumamoto Earthquake, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 748, pp. 781-791, 2018.6. (in Japanese)
3. 3) AIJ : Recommendations for Design of Building Foundations, 2019.11. (in Japanese)
4. 4) AIJ : An Introduction to Dynamic Soil-Structure Interaction, 1996.4 (in Japanese)
5. 5) AIJ : Seismic Response Analysis and Design of Buildings Considering Dynamic Soil-Structure Interaction, 2006.2. (in Japanese)
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Seismic response and nonlinear characteristics of pile‐soil springs in structures supported by pile group in granular soil on sloping bedrock;JAPAN ARCHITECTURAL REVIEW;2022-11-19
2. SEISMIC RESPONSE AND NONLINEAR PILE-SOIL SPRINGS OF BUILDING SUPPORTED BY PILE GROUP IN GRANULAR SOIL DEPOSIT ON SLOPING BEDROCK;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-05-01
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