@article{oai:muroran-it.repo.nii.ac.jp:00006140,
 author = {KISHI,  Norimitsu and 岸, 徳光 and 安藤, 智啓 and ANDO, Tomohiro and 井元, 勝慶 and IMOTO, Katsuyoshi and 河西, 良幸 and KASAI, Yoshiyuki and 香月, 智 and KATSUKI, Satoshi and 上林, 厚志 and KAMBAYASHI, Atsushi and 桝谷, 浩 and MASUYA, Hiroshi},
 journal = {構造工学論文集. A},
 month = {Mar},
 note = {application/pdf, In order to confirm the accuracy of various numerical analysis methods for estimating impact resistant behavior of RC beams, Round-Robin pre/post-analysis for impact behavior of rectangular RC beam subjected to a falling-weight impact force was conducted. Representative six researchers including professors were jointed for this research project, in which analysis methods used here were: two two-dimensional analysis methods using beam element and multi-layered shell element; two-dimensional discrete element methods; and three-dimensional finite element methods. From this research project, it was recognized that all methods used here can be available for evaluating the impact behavior of the RC beam with a good accuracy when a suitable constitutive model, damping factor, and boundary conditions may be used.},
 pages = {1299--1310},
 title = {矩形RC梁の重錘落下衝撃挙動に関するラウンドロビンアナリシス},
 volume = {49},
 year = {2003},
 yomi = {キシ, ノリミツ and アンドウ, トモヒロ and イモト, カツヨシ and カサイ, ヨシユキ and カツキ, サトシ and カンバヤシ, アツシ}
}