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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
http://hdl.handle.net/10258/867
http://hdl.handle.net/10258/8678eb05567-ebb5-486c-b923-5fc7bfc358bd
名前 / ファイル | ライセンス | アクション |
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JSE57A_1213_2011.pdf (1.4 MB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2012-03-16 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | 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 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | A proposal of simple design method and numerical simulation for RC rockfall protection retaining-wall with steel piles | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 杭付落石防護擁壁 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 鋼管杭 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 衝撃応答解析 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 性能照査型耐衝撃設計 | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | rockfall retaining-wall | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | pile foundation | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | impact response analysis | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | performance-based impact resistant design | |||||||||||
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 |
川瀬, 良司
× 川瀬, 良司× 岸, 徳光
WEKO
483
× 西, 弘明× 牛渡, 裕二× 刈田, 圭一 |
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | 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. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 57, p. 1213-1224, 発行日 2011-03 |
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出版者 | ||||||||||||
言語 | ja | |||||||||||
出版者 | 土木学会 | |||||||||||
出版者版へのリンク | ||||||||||||
10.11532/structcivil.57A.1213 | ||||||||||||
https://doi.org/10.11532/structcivil.57A.1213 | ||||||||||||
DOI | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | DOI | |||||||||||
関連識別子 | 10.11532/structcivil.57A.1213 | |||||||||||
論文ID(NAID) | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | NAID | |||||||||||
関連識別子 | 130004503696 | |||||||||||
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 | 18816614 | |||||||||||
書誌レコードID | ||||||||||||
収録物識別子タイプ | NCID | |||||||||||
収録物識別子 | AA12210243 | |||||||||||
権利 | ||||||||||||
言語 | ja | |||||||||||
権利情報 | Copyright 2011 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 |