@article{oai:muroran-it.repo.nii.ac.jp:00006142,
 author = {KISHI,  Norimitsu and 岸, 徳光 and 安藤, 智啓 and ANDO, Tomohiro 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 this paper, to establish a simple and rational impact response analysis method on flexural-failure-type RC beams with High-Performance and Light-Weight Concrete (HP-LWC), elasto-plastic impact response analysis for pin supported RC beams with HP-LWC were conducted by means of Finite Element Method (FEM). In this study, cross sectional dimensions, mass of weight and impact velocity were taken as variables. To investigate an applicability of a proposed analysis method, these numerical results are compared with the experimental ones obtained from falling-weight impact tests. From this study, it was seen that the impact behavior of the RC beams with HP-LWC can be simulated by using the proposed analysis method with a good accuracy.},
 pages = {1267--1277},
 title = {高性能軽量コンクリートを用いた曲げ破壊型RC梁に関する弾塑性衝撃応答解析},
 volume = {49},
 year = {2003},
 yomi = {キシ, ノリミツ and アンドウ, トモヒロ and マツオカ, ケンイチ and タケモト, シンイチ}
}