@article{oai:muroran-it.repo.nii.ac.jp:00009758,
 author = {葛西, 勇輝 and KASAI, Yuki and 小室,  雅人 and KOMURO, Masato and 栗橋,  祐介 and KURIHASHI, Yusuke and KISHI,  Norimitsu and 岸, 徳光},
 journal = {鋼構造年次論文報告集, Proceedings of constructional steel},
 month = {Nov},
 note = {application/pdf, In this paper, in order to develop more understanding of the impact resistant behavior of steel structures, static and falling-weight impact tests of the small-scale H-shaped steel beams were conducted with varying impact velocity of the weight. Here, to restrain occurrence of the highfrequency components in dynamic response of the beam under impact loading, a plain elastomeric rubber pad was placed on the impacted area of the beam. From this study, following results are obtained: (1) maximum vertical displacement at the loading point was linearly increased with an increment of the input energy; and (2) all beams considered here were failed by the impacted area of the upper flange being locally deformed regardless of loading condition.},
 pages = {664--670},
 title = {重錘落下衝撃を受けるH形鋼梁の耐衝撃挙動},
 volume = {23},
 year = {2015},
 yomi = {カサイ, ユウキ and コムロ, マサト and クリハシ, ユウスケ and キシ, ノリミツ}
}