Presentation Information
[12AM2-Be-16]Numerical study on required anchoring depth of steel posts with high flexural stiffness for rockfall protection fences subjected to flexually dominant impact load
*Shu Takada1, Masato Komuro2, Norimitsu Kishi2, Tomoki Kawarai2, Shigeki Hayashi3, Satoshi Kondo4 (1. Muroran Institute of Technology Graduate School, 2. Muroran Institute of Technology, 3. Isami construction company, 4. Sunago company)
Keywords:
steel post,rockfall protection fence,anchoring depth,impact loading,impact response analysis