@article{oai:muroran-it.repo.nii.ac.jp:00006512,
 author = {KISHI,  Norimitsu and 岸, 徳光 and BHATTI, Abdul Qadir and バティ, アブドール カディール and 今野, 久志 and KONNO, Hisashi and 岡田, 慎哉 and OKADA, Shinya},
 journal = {構造工学論文集. A},
 month = {Mar},
 note = {application/pdf, In order to establish a rational impact resistant design procedure for prototype reinforced concrete (RC) structures, not only experimental study but also numerical analysis study should be conducted. However, numerical analysis method for impact response analysis of those structures has not been established yet. Here, in order to establish a rational numerical analysis method for prototype RC structures under impact loading, a falling-weight impact test was conducted for prototype RC girder with 8 m clear span. Referring to the experimental response wave, analytical precision was investigated. From this study, following results were obtained as; 1)fine mesh should be used near support gigues; 2) Drucker-Prager yield criterion should be applied which gives better results than von Mises one and 3) appropriate system damping factor should be set as h = 0.015.},
 pages = {1261--1272},
 title = {重錘落下衝撃荷重載荷時の大型RC桁に関する衝撃応答解析法の適用性検討},
 volume = {52},
 year = {2006},
 yomi = {キシ, ノリミツ and コンノ, ヒサシ and オカダ, シンヤ}
}