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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
http://hdl.handle.net/10258/1043
http://hdl.handle.net/10258/1043e751a6ce-7574-4e4b-9999-fd71c7e60f28
名前 / ファイル | ライセンス | アクション |
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JSE44A_1773_1998.pdf (865.3 kB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2012-04-26 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
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 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Elastic impact response analysis of column type RC rock-sheds with sand cushion and/or three-layered absorbing system | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | column type RC rock-sheds | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | three-layered absorbing system | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | sand cushion | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | impact response analysis | |||||||||||
資源タイプ | ||||||||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||||||||
資源タイプ | journal article | |||||||||||
アクセス権 | ||||||||||||
アクセス権 | open access | |||||||||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||||
著者 |
岸, 徳光
× 岸, 徳光
WEKO
483
× 佐藤, 昌志× 今野, 久志 |
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | 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. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 44, p. 1773-1782, 発行日 1998-03 |
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出版者 | ||||||||||||
言語 | ja | |||||||||||
出版者 | 土木学会 | |||||||||||
論文ID(NAID) | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | NAID | |||||||||||
関連識別子 | 120004080462 | |||||||||||
日本十進分類法 | ||||||||||||
主題Scheme | NDC | |||||||||||
主題 | 510 | |||||||||||
ISSN | ||||||||||||
収録物識別子タイプ | PISSN | |||||||||||
収録物識別子 | 09108009 | |||||||||||
書誌レコードID | ||||||||||||
収録物識別子タイプ | NCID | |||||||||||
収録物識別子 | AN10122872 | |||||||||||
権利 | ||||||||||||
言語 | ja | |||||||||||
権利情報 | 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。 | |||||||||||
著者版フラグ | ||||||||||||
出版タイプ | VoR | |||||||||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||||
フォーマット | ||||||||||||
内容記述タイプ | Other | |||||||||||
内容記述 | application/pdf |