@article{oai:muroran-it.repo.nii.ac.jp:00010117,
 author = {KISHI,  Norimitsu and 岸, 徳光 and 小室,  雅人 and KOMURO, Masato and 栗橋,  祐介 and KURIHASHI, Yusuke and 三上,  浩 and MIKAMI, Hiroshi and 船木, 隆史 and FUNAKI, Takashi},
 journal = {構造工学論文集. A, Journal of structural engineering. A},
 month = {},
 note = {application/pdf, In order to develop a rational strengthening method for upgrading of the impact resistant capacity for RC beams, proposing a near surface mounted (NSM) technique of Fiber Reinforced Polymer (FRP) rods, falling-weight impact tests for the RC beams strengthened applying NSM-FRP rods method and/or FRP sheet bonding method were carried out. Here, Aramid FRP rod/sheet as new materials were used. The results obtained from these experiments were as follows: (1) applying the NSM-AFRP rods method, impact resistant capacity of the RC beams can be upgraded; (2) the proposed NSM-AFRP rods method may be more rational technique than AFRP sheet boding method for upgrading impact resistant capacity of the RC beams; and (3) the RC beams strengthened with NSM-AFRP rods may reach the ultimate state with rods debonded due to peeling action of the tip of diagonal shear crack.},
 pages = {1188--1200},
 title = {AFRPロッド下面埋設曲げ補強RC梁の耐衝撃性向上効果に関する実験的検討},
 volume = {63A},
 year = {2017},
 yomi = {キシ, ノリミツ and コムロ, マサト and クリハシ, ユウスケ and ミカミ, ヒロシ and フナキ, タカシ}
}