[OS-31] Soil-structure interaction 2

[OS-31-02] An experimental study on seismic resistance of masonry train platform

*Satoshi Takisawa¹, Shota Nomoto¹, Seisuke Kato¹, Yuya Kinjo¹, Susumu Nakajima², Keita Abe³, Tadashi Yamamoto⁴ (1. East Japan Railway Company, 2. Railway Technical Research Institute, 3. Nihon University, 4. JR East Consultants Company)

キーワード：Masonry train platform, Seismic reinforcement, Automatic platform gate, Shaking table test