@article{oai:muroran-it.repo.nii.ac.jp:00007108, author = {川瀬, 良司 and KAWASE, Ryoji and KISHI, Norimitsu and 岸, 徳光 and 西, 弘明 and NISHI, Hiroaki and 牛渡, 裕二 and USHIWATARI, Yuji and 刈田, 圭一 and KARITA, Keiichi}, journal = {構造工学論文集. A}, month = {Mar}, note = {application/pdf, In order to establish a rational verification method for reinforced concrete (RC) rockfall protection retaining-wall with two layered absorbing system and steel piles, an impact response analysis was performed by means of three-dimensional FE analysis method. The applicability of the proposed FE analysis method was verified by comparing with the results of prototype impact test. Also, a simple analysis method was proposed to easily design the structures which is based on two dimensional frame analysis method by assuming maximum impact force as static force. From this study, following results were obtained: (1) impact response behavior of the RC rockfall protection retaining-wall can be accurately analyzed by means of the proposed three-dimensional FE analysis method; and (2) the retaining-wall can be easily designed by using a static two-dimensional frame analysis method.}, pages = {1213--1224}, title = {杭付RC落石防護擁壁の数値シミュレーションと簡易設計法の提案}, volume = {57}, year = {2011}, yomi = {カワセ, リョウジ and キシ, ノリミツ and ニシ, ヒロアキ and ウシワタリ, ユウジ and カリタ, ケイイチ} }