@article{oai:muroran-it.repo.nii.ac.jp:00005918,
 author = {KISHI,  Norimitsu and 岸, 徳光 and 三上,  浩 and MIKAMI, Hiroshi and MATSUOKA,  Ken-ichi and 松岡, 健一 and 安藤, 智啓 and ANDO, Tomohiro},
 journal = {構造工学論文集. A},
 month = {Mar},
 note = {application/pdf, In this paper, in order to establish a simple and rational impact response analysis method on shear-failure type Reinforced Concrete (RC) beams, elasto-plastic impact response analysis on simply supported RC beams are conducted by means of Finite Element Method (FEM). Ten various kinds of RC beams are prepared for this study, in which rebar ratio, shear-span ratio, cross sectional dimensions, and impacted speed of steel weight are taken as variables. To investigate an applicability of the proposed analysis method, these numerical analysis results are compared with the corresponding experimental ones obtained from weight falling impact tests. Here, time histories of weight impact force, reaction force, and mid-span displacement are used for the comparison. From this study, it is seen that the impact behavior of shear-failure type RC beams can be simulated by applying the proposed analysis method with a good accuracy.},
 pages = {1695--1706},
 title = {せん断補強筋を有しないせん断破壊型RC梁の弾塑性衝撃応答解析},
 volume = {47},
 year = {2001},
 yomi = {キシ, ノリミツ and ミカミ, ヒロシ and マツオカ, ケンイチ and アンドウ, トモヒロ}
}