Proposal for Evaluation Method of Damping Ratio of Railway Viaducts Based on the Amplitude Ratio of the Underground Part to entire Structure
Author:
Affiliation:
1. Japan Railway Construction, Transport and Technology Agency
2. Raliway Technical Research Institute
Publisher
Japan Association for Earthquake Engineering
Link
https://www.jstage.jst.go.jp/article/jaee/20/3/20_3_35/_pdf
Reference3 articles.
1. 3) Okauchi, I., Miyata, T., Tatsumi, M., and Kiyota, R.: Dynamic field tests and studies on vibrational characteristics of long-span suspension bridges, Proc. of JSCE, No.446/I-19, pp.101-112, 1992.
2. 11) Kawashima, K. and Unjoh, S.: Damping Characteristics of Cable-stayed Bridges Associated with Energy Dissipation at Movable Supports, Proc. of JSCE, No.404/I-11, pp.145-152, 1989.
3. 13) Kawashima, K., Unjoh, S. and Tunomoto, M.: Estimation of damping ratio of cable-stayed bridges for seismic design, Journal of Structural Engineering, Vol.119, No.4, pp.1015-1031, 1993.
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