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Japan Society of Civil Engineers Annual Meeting

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[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)

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