@article{oai:muroran-it.repo.nii.ac.jp:00006666,
 author = {岡田, 慎哉 and OKADA, Shinya and KISHI,  Norimitsu and 岸, 徳光 and 今野, 久志 and KONNO, Hisashi and 川瀬, 良司 and KAWASE, Ryoji},
 journal = {構造工学論文集. A},
 month = {Mar},
 note = {application/pdf, In order to establish a rational impact response analysis method for arch shape RC structures, conducting static and falling-weight impact loadings of small scale and arch shape RC beams, and three-dimensional elasto-plastic finite element analysis for those was performed and its applicability was discussed by comparing with experimental results. From this study, the following results were obtained: (1) impact force wave and maximum displacement at the loading point and the crack patterns occurred on the side-surface of the arch beams can be simulated in a good agreement with the experimental results; and however, (2) the damped free vibration after unloading and residual displacement cannot be better simulated.},
 pages = {1203--1208},
 title = {RCアーチ構造の衝撃応答解析手法の開発に関する研究},
 volume = {53},
 year = {2007},
 yomi = {オカダ, シンヤ and キシ, ノリミツ and コンノ, ヒサシ and カワセ, リョウジ}
}