The selection of the input earthquake motion and the numerical calculation method in the evaluation of the seismic deformation of the slopes-Reference-Cited by-同舟云学术

The selection of the input earthquake motion and the numerical calculation method in the evaluation of the seismic deformation of the slopes

Published:2008 Issue:1 Volume:45 Page:64-71
ISSN:1882-0034
Container-title:Journal of the Japan Landslide Society
language:
Short-container-title:Journal of the Japan Landslide Society

Author:

HATA Yoshiya,ICHII ICHII,TSUCHIDA Takashi,LI Liming,KANO Seiji,YAMASHITA Norihiko

Publisher

Japan Landslide Society

Reference16 articles.

1. 土木学会 (2000) : 土木構造物に関する第3次提言と解説, 第8章, 土木構造物の耐震設計法に関する特別委員会, pp. 29-34.

2. A seismic response calculation of the landslide considering the effect of the excess pore water pressure-Simulation for the landslide in Higashi-Takezawa, old Yamakoshi village-

3. Hata, Y., Yamashita, N., Tsuchida, T. and Kano, S. (2007b) : A study on the applicability of the modified Newmark method,4th International Conference on Earthquake Geo-technical Engineering, Paper No. 1307, Thessaloniki, Greece.

4. 秦吉弥.一井康二.土田孝.山下典彦 (2007c) : 現場データを用いた盛土の耐震信頼性設計へのアプローチ, 構造物の安全性および信頼性 (JCSSAR2007) 論文集, Vol. 6, pp. 333-338.

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