耐震補強(3)／耐震(1)

2:10 PM - 2:20 PM JST(5:10 AM - 5:20 AM UTC)

[V-265] Seismic Retrofit Design of Unreinforced or Masonry Piers Based on Analytical Study Considering Beam Strutting

*Takahiro Maruyama¹, Hirotaka Suzuki¹, Satoshi Takisawa¹, Toru Gondo¹ (1. EAST JAPAN RAILWAY COMPANY)

Keywords:

unreinforced concrete pier,masonry pier,seismic retrofit,overturning countermeasures,3D FEM analysis