耐風・風工学 (3)

[I-171] Wind Tunnel Test for Main Tower of continuous cable-stayed bridges with rigid model

*Yasuyuki Hirayama¹, Hiroki Sugiyama¹, Kyoko Azumi¹, Masafumi Matsuura², Tatsukuni Takeda² (1. Hanshin Expressway Company Limited, 2. Nippon Engineering Consultants Co., Ltd.)

Keywords:cable-stayed bridge with long span, A-shaped tower in longitudinal direction, rigid model, wind tunnel