Japan Society of Civil Engineers 2026 Annual Meeting
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Presentation Information

9:20 AM - 9:30 AM JST(12:20 AM - 12:30 AM UTC)

[I-93]Experimental Study on the Local Buckling Behavior of Circular Hollow Section Stub Columns with Relatively Large Diameter-to-Thickness Ratios

*Ryosuke Yamazaki1, Aoba Shinomoto1, Fumihito Fujiwara2, Toshio Matsumura2, Shunsuke Watanabe3, Kiyoshi Ono1 (1. Waseda University, 2. The Takigami Steel Construction Co., Ltd., 3. MM BRIDGE CO., LTD.)

Keywords:

Circular Hollow Section,local buckling,load-carrying capacity,deformation capacity

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