杭・基礎 (6)

[III-395] A proposal of safety study method for the foundation of continuous cable-stayed bridges against flexure displacement

*Shunsuke Hattori¹, Hiroki Sugiyama¹, Akinori Sato¹, Sei Taniguchi¹, Takayuki Toyoshima², Isamu Gokan² (1. Hanshin Expressway, 2. Nippon Engineering Consultants)

Keywords:The Osaka Wangan Expressway Western Extension, A long-span cable-stayed bridge, Flexure displacement, Steel pipe sheet pile foundation, Three-dimensional frame analysis