橋梁の耐震 (6)／免震・制震 (1)

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[CS10-115] Proposal of design considerations for axial yield type damper anchorage installed in existing arch bridges

*Daisuke Miyai¹, Tatsuhiro Uchida², Hitoshi Tajima³, Gaku Shoji⁴, Takeshi Saito³, Tomoyuki Yamada², Yoshihiko Tamaki⁵, Takeshi Sato⁶ (1. Yokogawa Bridge Co., Ltd., 2. IHI Infrastructure Construction Co., Ltd., 3. IHI Infrastructure System Co., Ltd., 4. University of Tsukuba, 5. Kawada Techno System Co., Ltd., 6. JFE Engineering Co., Ltd.)

Keywords:

Axial yield type damper,arch bridge,Fixing section,Design considerations

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