橋梁の耐震(2)

[I-369] Effects of Flexure Displacement on Long-span Cable-stayed Bridge over Kobe Nishi Sea Route in Osaka Wangan Expressway Western Extension

〇Miki Nishimura¹, Masato Teraoka¹, Hiroki Sugiyama¹, Tomohiko Nishihara¹, Shigehiro Fukaya², Kouji Tachi², Toshihiro Suzuki² (1.Hanshin Expressway, 2.Chodai)

Keywords:long-span cable-stayed bridge, flexure displacement, wadamisaki flexure, Osaka Wanagan Expressway Western Extension, Kobe nishi sea route