EFFECTS OF LIQUEFACTION-INDUCED GROUND DISPLACEMENTS ON PILE PERFORMANCE IN THE 1995 HYOGOKEN-NAMBU EARTHQUAKE

Author:

TOKIMATSU KOHJI1,ASAKA YOSHIHARU1

Affiliation:

1. Tokyo Institute of Technology

Publisher

The Japanese Geotechnical Society

Reference32 articles.

1. 1) Architectural Institute of Japan (1988) : “Recommendations for design of building foundations, ” p. 430 (in Japanese).

2. 2) Architectural Institute of Japan (1990) : “Ultimate strength and deformation capacity of buildings in seismic design, ” p. 715 (in Japanese).

3. 3) Architectural Institute of Japan et al. (1998) : “Report on the Hanshin-Awaji Earthquake Disaster, ” Building Series Volume 4, Wooden Structure and Building Foundations (in Japanese).

4. 4) Chuo-Kaihatsu Corporation (1995) : “Reconnaissance report on the 1995 Hyogoken-Nanbu earthquake-Great Hanshin Disaster, ” (Hyogoken-Nanbu earthquake).

5. 5) Committee of Earthq. Obs. and Res. in the Kansai Area (CEORKA) (1995) : “Digitized strong motion records in the affected area during the 1995 Hyogoken-Nanbu earthquake”

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