@article{oai:muroran-it.repo.nii.ac.jp:00010311,
 author = {KISHI,  Norimitsu and 岸, 徳光 and 小室,  雅人 and KOMURO, Masato and 瓦井, 智貴 and KAWARAI, Tomoki and 三上,  浩 and MIKAMI, Hiroshi},
 journal = {構造工学論文集 Ａ},
 month = {},
 note = {application/pdf, In order to establish a rational impact resistant upgrading method for RC members, consecutive falling-weight impact loading tests of flexural strengthened RC beams with Aramid Fiber Reinforced Polymer (AFRP) sheet were conducted. Impact load was subjected by falling a 300 kg steel weight from the predetermined height. The height was increased in order of 1, 2, 2.5, and 3 m up to reach the ultimate state of the beam. The results obtained from this study were as follows: (1) strengthening effects of the sheet under the impact loading may be more than twice that under static loading; and (2) the accumulated impact energy for strengthened RC beams with AFRP sheet can be expected more than twice that for not strengthened ones.},
 pages = {964--974},
 title = {繰り返し衝撃荷重載荷時における AFRP シート接着曲げ補強 RC 梁の耐衝撃挙動に関する実験的検討},
 volume = {65},
 year = {2019},
 yomi = {キシ, ノリミツ and コムロ, マサト and カワライ, トモキ and ミカミ, ヒロシ}
}