<b>Evaluation of Equivalent Single-degree-of-freedom Method for Nonlinear Dynamic Response Analysis of Embankments</b>-Reference-Cited by-同舟云学术

Evaluation of Equivalent Single-degree-of-freedom Method for Nonlinear Dynamic Response Analysis of Embankments

Published:2018-05-01 Issue:2 Volume:59 Page:142-148
ISSN:0033-9008
Container-title:Quarterly Report of RTRI
language:en
Short-container-title:QR of RTRI

Author:

SAKAI Kimitoshi¹,ARAKI Go²,MURONO Yoshitaka³

Affiliation:

1. Soil Dynamics and Earthquake Engineering Laboratory, Center for Railway Earthquake Engineering Research

2. Raito Kogyo Co., Ltd.

3. Center for Railway Earthquake Engineering Research

Publisher

Railway Technical Research Institute

Subject

Mechanical Engineering

Link

https://www.jstage.jst.go.jp/article/rtriqr/59/2/59_142/_pdf

Reference21 articles.

1. [1] Newmark, N. M., "Effects of earthquakes on dams and embankments," Geotechnique, Vol.12, No.2, pp.139-159, 1965.

2. [2] Tateyama, M., Tatsuoka, F., Koseki, J., and Horii, K., "Studies on Seismic Design Method of Soil Structures," RTRI Report, Vol.12, No.4, pp.7-12, 1998 (in Japanese).

3. [3] Railway Technical Research Institute, Design Standards for Railway Structures and Commentary (Earth Structures), Maruzen Publishing Co., Japan, 2007 (in Japanese).

4. [4] Elgamal, A. W. M., Scott, R. F., Succarieh, M. F. and Yan, L., "La Villita dam response during five earthquakes including permanent deformation," Journal of Geotechnical Engineering, Vol.116, No.10, pp.1443-1462, 1990.

5. [5] Yasuda, S. and Fujioka, K., "Study on the method for the seismic design of expressway embankments," Special Topics in Earthquake Geotechnical Engineering, Geotechnical, Geological and Earthquake Engineering, Vol.16, pp.241-272, 2011.

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