BUILDING DAMAGE ASSOCIATED WITH GEOTECHNICAL PROBLEMS

Author:

TOKIMATSU KOHJI1,MIZUNO HATSUKAZU2,KAKURAI MASAAKI3

Affiliation:

1. Tokyo Institute of Technology

2. Building Research Institute

3. Takenaka Corporation

Publisher

The Japanese Geotechnical Society

Reference17 articles.

1. 1) Chuo-Kaihatsu Corporation (1995) : Reconnaissance Report on the 1995 Hyogoken-Nambu Earthquake-Great Hanshin Disaster, (Hyogoken-Nambu earthquake).

2. 2) Committee of Earthq. Obs. and Res. in the Kansai Area (CEORKA) (1995) : Digitized Strong Motion Records in the Affected Area during the 1995 Hyogoken-Nambu earthquake.

3. 3) Hamada, M., Isoyama, R. and Wakamatsu, K. (1995) : “The 1995 Hyogoken-Nambu (Kobe) earthquake, Liquefaction, ground displacement and soil condition in Hanshin area, ” Association for Development of Earthquake Prediction, 194pp.

4. 4) Harada, K., Yasuda, S. and Shinkawa, N. (1995) : “Consideration, on liquefaction-induced ground settlement and effects of soil improvements, ” Proc., 23rd JSCE Earthq. Engineering Symposium, pp. 229-232 (in Japanese).

5. 5) Hirai, Y., Kakurai, M., Maruoka, M., Yamashita, K., Aoki, M. and Fukuyama, K. (1995) : “An investigation of damage to building foundation in Kobe Port Island during the Hyogoken-Nambu earthquake of 1995, ” Proc., Annual Meeting, AIJ, Vol. B-1, pp. 1143-1144 (in Japanese).

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