橋梁の耐震(2)

[I-368] 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)-part2-

〇Akinori Sato¹, Hiroki Sugiyama¹, Tsutomu Yoshizawa², Isamu Gokan² (1.Hanshin Expressway, 2.NIPPON ENGINEERING CONSULTANTS)

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