Seismic Evaluations of Pile Foundations with Three Different Methods Based on Three-Dimensional Elasto-Plastic Finite Element Analysis

Author:

Kimura Makoto,Zhang Feng

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference13 articles.

1. Analyses on ultimate behavior of lateral loading cast-in-place concrete piles by three-dimensional elasto-plastic FEM;Adachi;Proc. of the 8th Int. Conf. Computer Method and Advance in Geomechanics,1994

2. Japan Ministry of Transportation, ISBN 4-621-04315-3 C 3051;Design Codes of Foundations and Earth-Retaining Structures of Japan Railway,1997

3. Japan Highway Association, ISBN 4-88950-234-3;Design Codes of Japan Highway Bridge, Vol. V, Seismic Designing,1996

4. Seismic evaluation of a group-pile foundation surrounded by a frame wall using a 3-D nonlinear dynamic analysis;Fukutake,1997

5. Investigation of piles damages by the 1995 Hyogoken-Nambu Earthquake;Horikoshi;Tsuchi-to-Kiso,1996

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