NONLINEAR BEHAVIOR OF PILE-GROUPS BY EXPERIMENTAL AND ANALYTICAL STUDY : Vibration tests of test model supported on 25-piles and its simulation analyses

Author:

HIJIKATA Katsuichiro1,SUGIYAMA Tatsuya1,ITOU Masanobu2,FUJIWARA Kazushige2,SAKO Yuji3,MIYAMOTO Yuji3

Affiliation:

1. R&D Center, The Tokyo Electric Power Company

2. The Japan Atomic Power Company

3. Kobori Research Complex Inc.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference10 articles.

1. 9) BROMS B. B. Lateral resistance of piles in cohesionless soils. Proceedings ASCE. (1964) vol.90, p.123-156.

2. 11) CHANG Y. L. Discussion on "Lateral Pile-Loading Test" by Feagin, Trans.. ASCE. (1937)

3. 12) ISHIHARA K. Modelling of stress-strain relations of soils in cyclic loading. Fifth International Conference on Numerical Methods in Geomechanics Nagoya, 1985. (1985)

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1. SEISMIC RESPONSE OF PILE GROUP IN GRANULAR SOIL SUBJECTED TO INPUT MOTION IN OBLIQUE DIRECTION;Journal of Structural and Construction Engineering (Transactions of AIJ);2020

2. EARTHQUAKE RESPONSE OF BUILDING SUPPORTED ON PILES CONSIDERED WITH NONLINEARITY OF PILE-SOIL SYSTEM;Journal of Structural and Construction Engineering (Transactions of AIJ);2011

3. EFFECTS OF NON-LINEARITY OF FOUNDATION, GIRDER, PILE AND SOIL-PILE SPRING ON DYNAMIC BEHAVIOR OF PILE-SUPPORTED STRUCTURE;Journal of Structural and Construction Engineering (Transactions of AIJ);2009

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