杭・基礎工 (2)

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[III-366] Experimental design of Shinkansen RC Pier considering input loss of pile foundation

*Taro Ishikawa¹, Takahiko Nishi¹, Yoshitaka Murono², Tatsuya Doi², Natsumi Saiki³, Yasuhiro Teshima⁴ (1. Japan Railway Construction,Transport and Technology Agency, 2. Railway Technical Research Institute, 3. WEST JAPAN CONSULTANTS COMPANY, 4. PACIFIC CONSULTANTS CO., LTD.)

Keywords:

pile foundation,input loss,response ductility ratio

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