Derivation of seismic coefficient at the start of deformation of masonry embankment type train platform by seismic internal stability verification method

Kenta Sugiyama

[22-7-4-05] Derivation of seismic coefficient at the start of deformation of masonry embankment type train platform by seismic internal stability verification method

*Kenta Sugiyama¹, Gaku Shirane¹, Hidenori Ishii¹, Keita Abe¹, Susumu Nakajima¹, Syouta Nomoto², Satoshi Takizawa² (1. Railway Technical Research Institute, 2. East Japan Railway)

Keywords:Masonry structure, masonry embankment type train platform, stability analysis

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道路・鉄道盛土④

[22-7-4-05] Derivation of seismic coefficient at the start of deformation of masonry embankment type train platform by seismic internal stability verification method

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