In order to establish performance-based impact resistant design procedure for RC rock-sheds, falling-weight impact test of small Rahmen-type RC models with/without sand cushion was conducted. And its numerical simulation was performed by means of three-dimensional elasto-plastic finite element method and its applicability was investigated comparing with experimental results. The results obtained from this study are as follows: 1) absorbing effects of the sand cushion are significant but dynamic response characteristics of the model can't be much affected by sand cushion; 2) dynamic response characteristics of the RC model are similar to those under static loading; and 3) dynamic response behavior of the RC model under falling-weight impact loading can be better simulated by using proposed numerical analysis method.
RCラーメン構造の耐衝撃挙動に関する実験的検討および数値解析手法の妥当性検討
JSE55A_1388_2009.pdf
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