@article{oai:muroran-it.repo.nii.ac.jp:00005467,
 author = {KISHI,  Norimitsu and 岸, 徳光 and 能町, 純雄 and NOMACHI, Sumio and MATSUOKA,  Ken-ichi and 松岡, 健一 and 吉田, 紘一 and YOSHIDA, Koichi},
 journal = {構造工学論文集. A},
 month = {Mar},
 note = {application/pdf, The discussion, in this paper, is confined to the dynamic characteristics of one-way stiffened rectangular plate with ribs under impact load. The test was performed on three acryl plates which are stiffened by one, two and three ribs pallarel to its free sides. The impact test was carried out with simple supported rectangular plates subjected to a concentrated lateral impact which occur due to a weight falling through an elastic rod. The measured upper fiber strain modes in the midspan during the initial impact process are compared with the results by the finite strip method. Initial stress behavior and action of the ribs in test approximately agree with the numerical results.},
 pages = {549--557},
 title = {一方向に補剛された両端単純支持矩形板の衝撃応答特性について},
 volume = {33},
 year = {1987},
 yomi = {キシ, ノリミツ and ノウマチ, スミオ and マツオカ, ケンイチ and ヨシダ, コウイチ}
}