盛土の耐震

[I-268] Design method for seismic reinforcement of masonry embankment type platform using rod-shaped reinforcement and angle bar

〇Keita Abe¹, Kenta Sanuki¹, Kenta Sugiyama¹, Hidenori Ishii¹, Susumu Nakajima¹, Satoshi Takisawa², Shota Nomoto², Tsutomu Takatani², Yuya Kinjo² (1.Railway technical research institute, 2.East Japan railway company)

Keywords:MPM, Masonry structure, Embankment type platform, Seismic reinforcement