<b>A Method for Estimating Bedrock Ground Motion Based on Nonlinear Time-history Analysis</b>

Author:

SAKAI Kimitoshi1

Affiliation:

1. Structural Dynamics and Response Control Laboratory, Center for Railway Earthquake Engineering Research

Publisher

Railway Technical Research Institute

Subject

Mechanical Engineering

Reference13 articles.

1. [1] Simulation Analysis Group for Derailment of Shinkansen in Earthquake, "Simulation analysis on derailment of shinkansen vehicles due to the mid Niigata prefecture earthquake in 2004," RTRI Report, Special No. 52, 2008 (in Japanese).

2. [2] Railway Technical Research Institute, "The Design Standards for Railway Structures and Commentary (Seismic Design)," Supervised by Ministry of Land, Infrastructure and Transportation, Maruzen, 2012 (in Japanese).

3. [3] Schnabel, P.B., Lysmer, J. and Seed, H.B.: SHAKE A computer program for earthquake response analysis of horizontally layered sites, Report No, EERC72-12, University of California, Berkley, 1972.

4. [4] Yoshida, N., Kobayashi, S., Suetomi, I. and Miura, K.: Equivalent linear method considering frequency dependent characteristics of stiffness and damping, Soil Dynamics and Earthquake Engineering, Vol. 22, No. 3, pp. 205-222, 2002.

5. [5] Toki, K., Sato, T. and Kiyono, J., "Identification of structural parameters and input ground motion from response time histories," Proc. of Japan Society of Civil Engineers, No. 410/I-12, pp. 413s-421s, 1989.

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