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実規模PC覆工模型の耐衝撃性に関する実験的研究
http://hdl.handle.net/10258/1044
http://hdl.handle.net/10258/10446306262f-9e1b-4acb-a141-f2e467573489
名前 / ファイル | ライセンス | アクション |
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JSE44A_1851_1998.pdf (792.0 kB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2012-04-26 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | 実規模PC覆工模型の耐衝撃性に関する実験的研究 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Experimental study on impact resistance of prototype PC rock-sheds | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | rock falling | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | PC rock-sheds | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | impact resistance | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | two-hinged and inverted L-shaped type | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | rigid frame type | |||||||||||
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 |
佐藤, 昌志
× 佐藤, 昌志× 西, 弘明× 岸, 徳光
WEKO
483
× 松岡, 健一 |
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | In order establish a rational impact design procedure of PC (Prestressed Concrete) rock-sheds, the ultimate strength of two types of PC rock-sheds are experimentally discussed. In this study, prototype two-hinged inverted L-shaped and rigid frame types of structure were considered. Three and/or five ton steel weights were freely dropped onto the center of each PC rock-shed with 90 cm thick sand cushion, in which the maximum falling height was 30 m. The results obtained from this study are as follows: 1) behaviors of the main girders in two-hinged and inverted L-shaped PC rock-sheds have similarity to those simply supported beam; 2) dynamic behaviors of rigid frame type of PC rock-shed have similarity to those of a rigid portal frame; 3) rigid frame type of PC rock- sheds may provide 1.7 times bigger safety margin than the two-hinged and inverted L-shaped type ones; | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 44, p. 1851-1860, 発行日 1998-03 |
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出版者 | ||||||||||||
言語 | ja | |||||||||||
出版者 | 土木学会 | |||||||||||
論文ID(NAID) | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | NAID | |||||||||||
関連識別子 | 120004080463 | |||||||||||
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 | 09108009 | |||||||||||
書誌レコードID | ||||||||||||
収録物識別子タイプ | NCID | |||||||||||
収録物識別子 | AN10122872 | |||||||||||
権利 | ||||||||||||
言語 | ja | |||||||||||
権利情報 | Copyright 1998 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 |