耐震補強(3)／耐震(1)

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[V-261] Case Study on Avoiding Reinforcing of the Specific Pier by Using High Transverse Stiffness in the Wide Bridge

*Arata Hiradoi¹, Daisuke Yamaoka¹, Masaki Otsuka¹ (1. Sansui Consultant Corporation)

Keywords:

Seismic Reinforcing,Pier Reinforcing,Wall Type Pier