@article{oai:muroran-it.repo.nii.ac.jp:00009757,
 author = {小室,  雅人 and KOMURO, Masato and 西, 弘明 and NISHI, Hiroaki and 今野, 久志 and KONNO, Hisashi and 荒木, 恒也 and ARAKI, Nobuya and 佐々木, 哲也 and SASAKI, Tetsuya},
 journal = {鋼構造年次論文報告集, Proceedings of constructional steel},
 month = {Nov},
 note = {application/pdf, In this paper, the numerical simulations for rockfall protection net by means of 3D elasto-plastic finite element analysis were conducted taking the falling height of the weight and the loading position as variables. Here, the steel net and wire-rope were modeled by using shell element and cable element, respectively. From this study, the following results are obtained: 1) the impact force and displacement at loading point can be appropriately evaluated by applying the proposed numerical method until it reaches maximum displacement; and 2) however, since the rebound behavior of protection net cannot be properly simulated, it is necessary to investigate the modeling of net and stiffness between net and wire-rope.},
 pages = {657--663},
 title = {水平に設置された落石防護網の耐衝撃挙動に関する衝撃応答解析},
 volume = {23},
 year = {2015},
 yomi = {コムロ, マサト and ニシ, ヒロアキ and コンノ, ヒサシ and アラキ, ノブヤ and ササキ, テツヤ}
}