橋梁の耐震 (5)

4:40 PM - 4:50 PM JST(7:40 AM - 7:50 AM UTC)

[CS10-31] Experimental Study on the Ultimate State of Column Joints Connected by High-Strength Bolt Friction Joints in Steel Arch Bridges

*Sota Kamiya¹, Tetsuya Nonaka¹, Takemasa Ebisawa¹, Tadanobu yamada², Hidetoshi Shiohata³ (1. Nagoya Institute of Technology, 2. IHI Infrastructure Systems CO., Ltd, 3. East Nippon Expressway Company Limited)

Keywords:

Steel arch bridge,High-strength bolt connection,Column joints,Local buckling

Login required to view

Login is required to view some content.

Log in