衝撃（解析）

10:40 AM - 10:50 AM JST(1:40 AM - 1:50 AM UTC)

[I-01] Numerical study on required anchoring depth of steel posts with high flexural stiffness for rockfall protection fences subjected to impact load coupling between bending and shearing actions

*Shigeki Hayashi¹, Masato Komuro², Norimitsu Kishi², Tomoki Kawarai², Satoshi Kondo³, Shu Takada⁴ (1. Isami Construction Co.,Ltd, 2. Muroran Institute of Technology, 3. Sunago Construction Co.,Ltd, 4. Muroran Institute of Technology Graduate School)

Keywords:

steel post,rockfall protection fence,anchoring depth,impact loading,impact response analysis