Wind resistance study of one main tower cable-stayed bridge main girder (integrated upper and lower lines) using a partial model.

Haruhiko Kono

1:50 PM - 2:00 PM

[I-170] Wind resistance study of one main tower cable-stayed bridge main girder (integrated upper and lower lines) using a partial model.

*Haruhiko Kono¹, Hiroki Sugiyama¹, Tomohiko Nishihara¹, Miki Nishimura¹, Shigehiro Fukaya², Koji Tachi², Toshihiro Suzuki² (1. Hanshin Expressway, 2. Chodai)

Keywords:A one-tower cable-stayed bridge, Main girder, Spring support test, Wind resistance, Osaka Bay Highway West Extension

Please log in with your participant account.
» Participant Log In

Presentation information

耐風・風工学 (3)

[I-170] Wind resistance study of one main tower cable-stayed bridge main girder (integrated upper and lower lines) using a partial model.