SEISMIC PERFORMANCE EVALUATION CHARTS FOR GRAVITY TYPE QUAY WALLS

Author:

ICHII Koji1,IAI Susumu1,SATO Yukihiro2,LIU Hanlong3

Affiliation:

1. Port and Airport Research Institute

2. Akita Port Construction Office, Ministry of Land, Infrastructure and Transport

3. Research Institute of Geotechnical Engineering, Hohai University

Publisher

Japan Society of Civil Engineers

Reference18 articles.

1. 1) Iai, S., Ichii, K., Liu, H. and Morita, T.: Effective stress analyses of port structures, Special Issue of Soils and Foundations, Japanese Geotechnical Society, pp. 97-114, 1998.

2. 2) Ichii, K., Iai, S. and Morita, T.: Performance of the quay wall with high seismic resistance, Structural Eng./Earthquake Eng., JSCE, Vol. 17, No. 2, pp. 163s-174s, 2000.

3. 3) Noda, S., Uwabe, T. and Chiba, T.: Relation between seismic coefficient and ground acceleration for gravity quay wall, Report of the Port and Harbour Research Institute, Vol. 14, No. 4, pp. 67-111 (in Japanese), 1975.

4. 4) Uwabe, T.: Estimation of Earthquake damage deformation and cost of quaywalls based on earthquake damage records, Technical note of the Port and Harbour Research Institute, No. 473, (in Japanese), 1983.

5. 5) Coastal Development Institute of Technology: A proposal of the guideline for simplified seismic performance verification for gravity type quay walls (in Japanese), 1999.

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