新設および大規模改修時における橋梁計画 (4)

2:40 PM - 2:50 PM JST(5:40 AM - 5:50 AM UTC)

[CS3-21] Superiority of pad-type rubber bearings from the viewpoint of earthquake damage

*Naoya Miyakawa¹, Sho Inoue¹, Yoshinori Shindo¹, Takahiko Nishi¹, Shinichi Tamai¹ (1. JRTT)

Keywords:

Prestressed Concrete,bridge,earthquake,Bearing,damage,Rubber Bearing

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