衝撃 (4)

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[I-408] Numerical analysis on posts for higher rockfall protection fences subjected to impact load to be dominate in flexure

*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

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