Numerical analysis about impact resistant behavior of a RC rock-shed with three-layer absorbing system

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  • 三層緩衝構造を設置したＲＣ製ロックシェッドの耐衝撃挙動に関する数値解析的検討
  • サンソウ カンショウ コウゾウ オ セッチ シタ RCセイ ロックシェッド ノ タイショウゲキ キョドウ ニ カンスル スウチ カイセキテキ ケントウ

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Abstract

In this study, to establish a simple and rational numerical analysis procedure of RC rock-shed for practical design use, three dimensional dynamic frame analysis of full-scale rock-shed with TLAS was performed. An applicability of proposed analysis method was verified by comparing experimental results, such as distributions of bending moment and displacement. As a results, it was confirmed that since the impact response behavior of rock-shed can be precisely estimated by applying the proposed analysis method, it was effective tool for practical design use of rock-shed.

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