橋梁の耐震(2)

[I-367] Study on the impact of the flexure displacement on the long cable stayed bridge of Osaka Wangan Expressway Western Extension(Shinko and Nadahama sea route area)-part1-

〇Yoshizawa Tsutomu¹, Gokan Isamu¹, Sugiyama Hiroki², Satou Akinori² (1.Nippon Engineering Consultants, 2.Hanshin Expressway Company)

Keywords:long cable-stayed bridge, flexure displacement, Maya Fault, Osaka Wangan Expressway Western Extension