@article{oai:muroran-it.repo.nii.ac.jp:00009763,
 author = {西, 弘明 and NISHI, Hiroaki and 牛渡, 裕二 and USHIWATARI, Yuji and 山口, 悟 and YAMAGUCHI, Satoru and 小室,  雅人 and KOMURO, Masato and KISHI,  Norimitsu and 岸, 徳光},
 journal = {構造工学論文集. A, Journal of structural engineering. A},
 month = {Mar},
 note = {application/pdf, In this study, sectional design of full-scale RC rock-shed for falling-weight impact test was carried out assuming impact energy of E = 100 kJ. The ultimate load-carrying capacity and deformation characteristics of the model for each impact level were predicted by means of a 3D dynamic frame analysis method. From this study, the following results were obtained: 1) designing the rock-shed following the allowable stress design method, each thickness of the slab, wall, and columns was determined so as to be 70 cm; and 2) based on the numerical analysis results of the rock-shed in the case of an impact energy of E = 3,000 kJ, it will be predicted that the slab and upper part of the columns may locally reach the ultimate state with compressive concrete failure mode.},
 pages = {996--1006},
 title = {重錘落下衝撃実験に供する実規模ロックシェッド模型の断面設計に関する一検討},
 volume = {60},
 year = {2014},
 yomi = {ニシ, ヒロアキ and ウシワタリ, ユウジ and ヤマグチ, サトル and コムロ, マサト and キシ, ノリミツ}
}