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水平に設置された落石防護網の耐衝撃挙動に関する衝撃応答解析
http://hdl.handle.net/10258/00009707
http://hdl.handle.net/10258/00009707241916a4-a77c-4fbb-9bc8-c239a237f8be
名前 / ファイル | ライセンス | アクション |
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JSSCPCS_23_657_663 (2.9 MB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2019-03-04 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | 水平に設置された落石防護網の耐衝撃挙動に関する衝撃応答解析 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Impact response analysis of dynamic behavior of rockfall protection nets | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 落石防護網 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 重錘衝撃実験 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 有限要素解析 | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | rockfall protection nets | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | falling-weight impact loading test | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | finite element 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 |
小室, 雅人
× 小室, 雅人
WEKO
9434
× 西, 弘明× 今野, 久志× 荒木, 恒也× 佐々木, 哲也 |
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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, the numerical simulations for rockfall protection net by means of 3D elasto-plastic finite element analysis were conducted taking the falling height of the weight and the loading position as variables. Here, the steel net and wire-rope were modeled by using shell element and cable element, respectively. From this study, the following results are obtained: 1) the impact force and displacement at loading point can be appropriately evaluated by applying the proposed numerical method until it reaches maximum displacement; and 2) however, since the rebound behavior of protection net cannot be properly simulated, it is necessary to investigate the modeling of net and stiffness between net and wire-rope. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 鋼構造年次論文報告集 en : Proceedings of constructional steel 巻 23, p. 657-663, 発行日 2015-11 |
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出版者 | ||||||||||||
言語 | ja | |||||||||||
出版者 | 日本鋼構造協会 | |||||||||||
日本十進分類法 | ||||||||||||
主題Scheme | NDC | |||||||||||
主題 | 514 | |||||||||||
ISSN | ||||||||||||
収録物識別子タイプ | PISSN | |||||||||||
収録物識別子 | 2188-1642 | |||||||||||
権利 | ||||||||||||
言語 | ja | |||||||||||
権利情報 | © Copyright 2015 日本鋼構造協会 | |||||||||||
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 |