耐風・風工学 (3)

[I-174] A Wind Tunnel Test using a 3D Aeroelastic Whole Bridge Model and Aerodynamic Design of Steel 4-span Continuous Steel Slab Box Girder Bridge

*Sanshiro Kihara¹, Takehiko Harada¹, Hiromi Tsuzaki¹, Teruhiko Oshiro² (1. ORIENTAL CONSULTANTS Co., 2. Okinawa General Bureau, Cabinet Office)

Keywords:Steel Slab Box Girder Bridge, Dynamic Wind-resistant Design, Galloping, Vortex-induced oscillation, Separation Interference Method, Gust Response