A Numerical Simulation Method for Ground and Building Vibration Based on Three Dimensional Dynamic Analysis
Author:
Affiliation:
1. Geology Laboratory, Disaster Prevention Technology Division
2. Architecture Laboratory, Structure Technology Division
3. Structural Mechanics Laboratory, Railway Dynamics Division
Publisher
Railway Technical Research Institute
Subject
Mechanical Engineering
Link
https://www.jstage.jst.go.jp/article/rtriqr/57/2/57_151/_pdf
Reference12 articles.
1. [1] Furuta, M. and Abe, K. , "Time domain analysis method for track / wheel interaction," Journal of JSCE, No.583 / IV-38, pp.61-70, 1998 (in Japanese).
2. [2] Kawatani, M., Xingwen, H. et al., "Dynamic response analysis of elevated railway bridges due to Shinkansen trains," Journal of JSCE A, Vol.62, No.3, pp.509-519, 2006 (in Japanese).
3. [3] Krylov, V.V. (ed.), Noise and vibration from high-speed trains, Thomas Telford, London, UK, pp.251-284, 2001.
4. [4] Kanda, H., Yoshioka, O., et al., "Some remarks on source modeling in 3D simulation for wave field generated by moving loads," Butsuri-tansa, Vol.58, No.4, pp.363-375, 2005 (in Japanese).
5. [5] Wakui, H., Matsumoto, N., et al., "Dynamic interaction analysis for railway vehicles and structures," Journal of JSCE, No.513 / I-31, pp.129-138, 1995 (in Japanese).
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