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敷砂緩衝材を設置した1/2縮尺RC製ロックシェッド模型の重錘落下衝撃実験
http://hdl.handle.net/10258/873
http://hdl.handle.net/10258/8731c9ee481-ad85-45dc-9a7c-0d3f30e28ec9
名前 / ファイル | ライセンス | アクション |
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JSE57A_1173_2011.pdf (1.2 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 | 敷砂緩衝材を設置した1/2縮尺RC製ロックシェッド模型の重錘落下衝撃実験 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Falling-weight impact loading test of a 1/2 scale model of the RC rock-shed with sand cushion | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | RC製ロックシェッド模型 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 敷砂緩衝材 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 重錘落下衝撃実験 | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | RC rock-shed model | |||||||||||
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 | falling-weight impact loading test | |||||||||||
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 |
西, 弘明
× 西, 弘明× 岸, 徳光
WEKO
483
× 牛渡, 裕二× 今野, 久志× 川瀬, 良司 |
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | In order to accumulate basic knowledge for establishing the rational performance-based impact resistant design procedures of RC rock-sheds, the consecutive falling-weight impact test of a 1/2 scale model of the RC rock-shed with 90 cm thick sand cushion was conducted. In this test, impact response behavior of the rock-shed from the elastic through plastic region was investigated by increasing falling height of the weight. From this study, following results were obtained: 1) maximum impact force can be better evaluated by means of Hertz contact theory with Lame's constant λ = 1,000 kN/m2 and amplification factor due to aspect ratio of diameter of falling weight to thickness of sand cushion; and 2) roof of the rock-shed model with sand cushion reached ultimate state in the flexural failure mode. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 57, p. 1173-1180, 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.1173 | ||||||||||||
https://doi.org/10.11532/structcivil.57A.1173 | ||||||||||||
DOI | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | DOI | |||||||||||
関連識別子 | 10.11532/structcivil.57A.1173 | |||||||||||
論文ID(NAID) | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | NAID | |||||||||||
関連識別子 | 130004503692 | |||||||||||
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 |