WEKO3
アイテム
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支柱が強化された高エネルギー吸収型落石防護柵の防護性能に関する数値解析的検討
http://hdl.handle.net/10258/00010251
http://hdl.handle.net/10258/00010251de868a3c-5c1a-4021-821a-19ebb5a20e02
名前 / ファイル | ライセンス | アクション |
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JSE_65A_946_954 (4.1 MB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||||||||||||||
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公開日 | 2020-07-20 | |||||||||||||||||||||||
タイトル | ||||||||||||||||||||||||
言語 | ja | |||||||||||||||||||||||
タイトル | 支柱が強化された高エネルギー吸収型落石防護柵の防護性能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 | 落石防護柵 | |||||||||||||||||||||||
キーワード | ||||||||||||||||||||||||
言語 | ja | |||||||||||||||||||||||
主題Scheme | Other | |||||||||||||||||||||||
主題 | 衝撃載荷実験 | |||||||||||||||||||||||
キーワード | ||||||||||||||||||||||||
言語 | ja | |||||||||||||||||||||||
主題Scheme | Other | |||||||||||||||||||||||
主題 | 緩衝装置 | |||||||||||||||||||||||
キーワード | ||||||||||||||||||||||||
言語 | ja | |||||||||||||||||||||||
主題Scheme | Other | |||||||||||||||||||||||
主題 | 衝撃応答解析 | |||||||||||||||||||||||
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
× 梅沢, 広幸× 奥田, 峻× 瓦井, 智貴
WEKO
57827
× 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 order to develop a new type of rock protection barrier having absorbing capacity of 500 kJ and small deformation, 3D elasto-plastic FE analysis for the prototype rockfall protection fence was carried out. Here, proposed numerical analysis method was verified comparing with the experimental results. After that, parametric numerical analyses were carried out varying number of spans and intervals between posts. From this study, the following results were obtained: 1) experimental results of the deformation of fence and applied tensile force for each rope can be properly estimated by means of the proposed FE analysis method; and 2) effects of number of spans and intervals between posts on protection performance of the fence were numerically clarified. | |||||||||||||||||||||||
言語 | en | |||||||||||||||||||||||
書誌情報 |
ja : 構造工学論文集 A 巻 65, p. 946-954, 発行日 2019 |
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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.65A.946 | ||||||||||||||||||||||||
https://doi.org/10.11532/structcivil.65A.946 | ||||||||||||||||||||||||
DOI | ||||||||||||||||||||||||
関連タイプ | isIdenticalTo | |||||||||||||||||||||||
識別子タイプ | DOI | |||||||||||||||||||||||
関連識別子 | 10.11532/structcivil.65A.946 | |||||||||||||||||||||||
日本十進分類法 | ||||||||||||||||||||||||
主題Scheme | NDC | |||||||||||||||||||||||
主題 | 511 | |||||||||||||||||||||||
ISSN | ||||||||||||||||||||||||
収録物識別子タイプ | ISSN | |||||||||||||||||||||||
収録物識別子 | 1881-6614 | |||||||||||||||||||||||
権利 | ||||||||||||||||||||||||
言語 | ja | |||||||||||||||||||||||
権利情報 | © 2019 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 |