@article{oai:muroran-it.repo.nii.ac.jp:00006249,
 author = {KISHI,  Norimitsu and 岸, 徳光 and 三上,  浩 and MIKAMI, Hiroshi and MATSUOKA,  Ken-ichi and 松岡, 健一 and 竹本, 伸一 and TAKEMOTO, Shin-ichi},
 journal = {構造工学論文集. A},
 month = {Mar},
 note = {application/pdf, In order to establish a simple and rational impact response analysis method for light-weight shear failure type Reinforced Concrete (RC) beams without stirrup, three-dimensional elasto-plastic finite element analysis was conducted for total twenty RC beams under falling-weight impacting. Here, tensile strength of concrete was assumed as 1/16th of compressive one. An applicability of the proposed analysis method was confirmed comparing with the experimental results. From this study, following results were obtained: 1) impact response waves and crack patterns can be rationally predicted by using proposed analysis method, and 2) ultimate shear capacity of the RC beams under impact loading can be estimated by analyzing RC beams with more than five of shear-span ratio.},
 pages = {1361--1372},
 title = {軽量コンクリートを用いたせん断補強筋のないせん断破壊型RC梁の重錘落下衝撃挙動解析},
 volume = {50},
 year = {2004},
 yomi = {キシ, ノリミツ and ミカミ, ヒロシ and マツオカ, ケンイチ and タケモト, シンイチ}
}