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従来型落石防護柵の耐衝撃挙動に関する数値解析的検討
http://hdl.handle.net/10258/00010226
http://hdl.handle.net/10258/00010226f8237b96-04c8-4566-91dd-b0516eb3b848
名前 / ファイル | ライセンス | アクション |
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JSE_66A_1016_1026 (4.6 MB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||||||||
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公開日 | 2020-07-14 | |||||||||||||||||
タイトル | ||||||||||||||||||
言語 | ja | |||||||||||||||||
タイトル | 従来型落石防護柵の耐衝撃挙動に関する数値解析的検討 | |||||||||||||||||
言語 | ||||||||||||||||||
言語 | jpn | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | ja | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | 従来型落石防護柵 | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | ja | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | 衝撃荷重載荷実験 | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | ja | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | 弾塑性応答解析 | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | ja | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | 耐衝撃挙動 | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | conventional rockfall protection fence | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | impact loading test | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | elasto-plastic response analysis | |||||||||||||||||
キーワード | ||||||||||||||||||
言語 | en | |||||||||||||||||
主題Scheme | Other | |||||||||||||||||
主題 | impact resistant behavior | |||||||||||||||||
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 |
小室, 雅人
× 小室, 雅人
WEKO
9434
× 服部, 桃加× 中村, 拓郎× 西, 弘明× 岸, 徳光
WEKO
483
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室蘭工業大学研究者データベースへのリンク | ||||||||||||||||||
小室 雅人(KOMURO Masato) | ||||||||||||||||||
http://rdsoran.muroran-it.ac.jp/html/100000258_ja.html | ||||||||||||||||||
抄録 | ||||||||||||||||||
内容記述タイプ | Abstract | |||||||||||||||||
内容記述 | In this paper, a three-dimensional elasto-plastic response analysis on impact loading tests of a full-scale conventional rockfall protection fence was performed, and the applicability of the proposed analysis method was verified by comparing with the experimental results. Furthermore, using the proposed method, a parametric study was conducted to investigate effects of the magnitude of diameter of the falling rock and number of spans on dynamic behavior of the fence under the condition of the same impact energy. The results obtained from this study were as follows: 1) time histories of the dynamic responses can be appropriately estimated by using the proposed method; and 2) effects of the mass of the falling rock and number of spans were numerically clarified. | |||||||||||||||||
言語 | en | |||||||||||||||||
書誌情報 |
ja : 構造工学論文集 A 巻 66, p. 1016-1026, 発行日 2020 |
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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.66A.1016 | ||||||||||||||||||
https://doi.org/10.11532/structcivil.66A.1016 | ||||||||||||||||||
DOI | ||||||||||||||||||
関連タイプ | isIdenticalTo | |||||||||||||||||
識別子タイプ | DOI | |||||||||||||||||
関連識別子 | 10.11532/structcivil.66A.1016 | |||||||||||||||||
日本十進分類法 | ||||||||||||||||||
主題Scheme | NDC | |||||||||||||||||
主題 | 511 | |||||||||||||||||
権利 | ||||||||||||||||||
言語 | ja | |||||||||||||||||
権利情報 | © 2020 土木学会 | |||||||||||||||||
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 |