耐震補強(3)／耐震(1)

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[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

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