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Please use this identifier to cite or link to this item: http://hdl.handle.net/10258/1043

タイトル: 敷砂や三層緩衝構造を設置した場合の柱式RC覆道の衝撃挙動解析
その他のタイトル: Elastic impact response analysis of column type RC rock-sheds with sand cushion and/or three-layered absorbing system
著者: 岸, 徳光
佐藤, 昌志
今野, 久志
キーワード: column type RC rock-sheds
three-layered absorbing system
sand cushion
impact response analysis
Issue Date: Mar-1998
出版者: 土木学会
引用: 構造工学論文集, 44A, pp.1773-1782, 1998
タイプ: Journal Article
抄録: In order to establish a rational impact design procedure of column type of RC rock-sheds, impact response analyses of the rock-sheds by means of LS-DYNA3D were compared with the results obtained from a demonstration impact test which was conducted by using Tateiwa Zuido near Matsumae in Hokkaido. The dynamic responses of the RC rock-shed using two types of absorbing system: 90 cm thick sand cushion and Three-Layered Absorbing System (TLAS), were considered. The results obtained from this study are as follows: 1) the elastic impact behaviors of column types of RC rock-sheds can be predicted by using LS-DYNA3D code with some safety margin for types of absorbing system; 2) the conventional design procedure for the type of RC rock-sheds may overestimates sectional forces the against falling rocks along the transverse direction, but underestimates the case of falling rocks near RC columns.
URI: http://hdl.handle.net/10258/1043
Rights: Copyright 1998 土木学会 ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。
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