耐風・風工学 (3)

[I-172] Study of Wind Resistant Performance of Long-Span Cable-Stayed Bridge with One Tower by Using Rigid Model

*Miki Nishimura¹, Hiroki Sugiyama¹, Kono Haruhiko¹, Nishihara Tomohiko¹, Shigehiro Fukaya², Toshihiro Suzuki², Kouji Tachi² (1. Hanshin Expressway , 2. Chodai)

Keywords:long-span cable-stayed bridge, wind resistant design, rocking type vibration model test, Osaka Wanagan Expressway Western Extension, Kobe nishi sea route