橋梁の耐震③

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[CS10-91] Effects of Connection Conditions and Vibration Direction on Coupled Behavior of Railway Viaducts during Earthquakes - Observations from a Full-Scale Viaduct Group

*Daiki Yamashita¹, Kazunori Wada¹, Kimitoshi Sakai¹, Kenichi Kuribayashi² (1. Railway Technical Research Institute, 2. East Japan Railway Company)

Keywords:

coupled behavior,connection conditions,vibration direction,full-scale viaducts,earthquake observation,microtremor measurement