Presentation Information

5:20 PM - 5:30 PM JST(8:20 AM - 8:30 AM UTC)

[I-144]Ultimate Strength of Cable-Stayed Bridge Model Considering Cable Partial Corrosion

*Seima Chiyoka¹, Yukari Aoki², Shun Ishikuro² (1. Akita university / Takigami corp, 2. Akita university)

steel bridge,corrosion,dynamic analysis

To browse or post comments, you must log in.Log in