SEISMIC WAVE AMPLIFICATION DUE TO TOPOGRAPHY AND GEOLOGY IN KOBE DURING HYOGO-KEN NANBU EARTHQUAKE

Author:

Takemiya Hirokazu1,Adam Maher2

Affiliation:

1. Dept. of Environmental and Civil Eng, Okayama University

2. Graduate School of Science and Technology, Okayama University

Publisher

Japan Society of Civil Engineers

Reference11 articles.

1. 1) Japan Society of Civil Engineers: Report on the Great Hanshin Earthquake Disaster, 1995. 2.

2. 2) Kohketsu, K.: Are predominant period contents of strong motions the major cause of sever damage by the Kobe earthquake?, Monthly Journal of Science, Kagaku Asahi, No. 652, pp. 11-14, 1995.

3. 3) Ishikawa, K., Mizoguchi, S. and Ono, S.: Gelology of Kobe Area and Earthquake disaster Zone, Proceedings. of Symp. on the Hanshin-Awaji Great Disaster, JSCE, pp. 187-194, 1996 (in Japanese).

4. 4) URBAN KUBOTA 30, Kubota, March 1995.

5. 5) Takemiya, H. and Adam, M.: Why the heaviest damages occurred in Kobe during the Hyogo-ken Nanbu Earthquake, Japan 1995, The Kobe Earthquake: Geodynamical aspect,, edited by Brebbia, C. A., Computational Mechanics Publication, Southampton, UK, pp. 39-58, 1995.

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