Proposal of a New Type of Rigid-frame Viaduct Insusceptible to a Reverse Fault

Author:

HINO Atsushi1,MURONO Yoshitaka2,OSHIDA Naoyuki1

Affiliation:

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

2. Center for Railway Earthquake Engineering Research

Publisher

Railway Technical Research Institute

Subject

Mechanical Engineering

Reference13 articles.

1. [1] Kawashima, K., Hashimoto, T. and Suzuki, T., "Damage of Transportation Facilities in the Kocaeli, Turkey Earthquake," Third symposium on seismic bridge design based on the method on load-carrying capacity during earthquake, pp.409-416, 1999 (in Japanese).

2. [2] Kawashima, K., Iemura, H., Shoji, G. and Iwata, S., "Damage to Road Bridges Caused by the 1999 Chi-Chi Earthquake in Taiwan," Third symposium on seismic bridge design based on the method on load-carrying capacity during earthquake, pp.425-432, 1999 (in Japanese).

3. [3] "Kumamoto Earthquake Reporting Meeting," Special session of the Japan Society of Civil Engineers 2016 Annual Meeting, 2016 (in Japanese).

4. [4] Tokida, K., "Thoughts on Engineering Countermeasures against the Impact of Earthquake Fault Displacement on Civil Engineering Structures," Journal of JSCE, 752/I-66, 63-77, 2004 (in Japanese).

5. [5] Railway Technical Research Institute, Design Standards for Railway Structures and Commentary — Seismic Design —, Maruzen company, 2012 (in Japanese).

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