@article{oai:muroran-it.repo.nii.ac.jp:00007104,
 author = {KISHI,  Norimitsu and 岸, 徳光 and 今野, 久志 and KONNO, Hisashi and 山口, 悟 and YAMAGUCHI, Satoru and 三上,  浩 and MIKAMI, Hiroshi and 玉木, 美帆 and TAMAKI, Miho},
 journal = {構造工学論文集. A},
 month = {Mar},
 note = {application/pdf, In order to establish a performance-based impact resistant design procedure for reinforced concrete structures, consecutive falling-weight impact loading tests were conducted under specified total input-impact energy. In this experiment, the girders have rectangular cross section of 1 m width and depth, and 8 m clear-span length. A 2,000 kg steel weight was used and total input-impact energy was specified as 196 kJ. Three kinds of falling height of weight were set: 3.33 m; 5 m; and 10 m. From this study, following results were obtained: (1) maximum and residual deflections were almost constant values for each input-impact energy; (2) deflections after the final loading were almost the same among all girders; and (3) accumulated residual deflections were proportional to the accumulated input-impact energy and the damage of the girder for each limit state can be precisely evaluated by means of this relationship.},
 pages = {1105--1114},
 title = {合入力エネルギー一定下での実規模RC桁の繰り返し重錘落下衝撃実験},
 volume = {57},
 year = {2011},
 yomi = {キシ, ノリミツ and コンノ, ヒサシ and ヤマグチ, サトル and ミカミ, ヒロシ and タマキ, ミホ}
}