@article{oai:muroran-it.repo.nii.ac.jp:00007015,
 author = {今野, 久志 and KONNO, Hisashi and KISHI,  Norimitsu and 岸, 徳光 and 栗橋,  祐介 and KURIHASHI, Yusuke and 山口, 悟 and YAMAGUCHI, Satoru and 西, 弘明 and NISHI, Hiroaki},
 journal = {構造工学論文集. A},
 month = {Mar},
 note = {application/pdf, In this paper, in order to accumulate a basic knowledge for establishing rational performance-based impact resistant design procedure for the RC type rock-sheds, casting a 2/5 scale model of RC type rock-shed, the falling-weight impact test for the structure without sand cushion is conducted using 2 ton heavy weight. From this study, following results are obtained: (1) the model is failed in the punching shear mode when surcharged at the center of roof slab; and (2) the impact resistant capacity of the free edges of the model may be greater than that at the center because the free edges can more flexibly behave and more absorb the impact energy than the center of the roof slab.},
 pages = {1101--1112},
 title = {敷砂緩衝材を設置しないRC製ロックシェッド模型の耐衝撃挙動に関する重錘落下衝撃実験},
 volume = {56},
 year = {2010},
 yomi = {コンノ, ヒサシ and キシ, ノリミツ and クリハシ, ユウスケ and ヤマグチ, サトル and ニシ, ヒロアキ}
}