WEKO3
アイテム
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三層緩衝構造の緩衝性能に関する大型屋外実験
http://hdl.handle.net/10258/1056
http://hdl.handle.net/10258/1056e8722351-601d-4f9a-908e-744c6036f4b6
名前 / ファイル | ライセンス | アクション |
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JSE41A_1257_1995.pdf (823.4 kB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2012-04-27 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | 三層緩衝構造の緩衝性能に関する大型屋外実験 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Prototype impact test on absorbing capacity of three-layered absorbing systems | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | three-layered absorbing system | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | rock-shed | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | impact load | |||||||||||
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 |
岸, 徳光
× 岸, 徳光
WEKO
483
× 佐藤, 昌志× 中野, 修 |
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | Usually sand cushion has been used to decrease impact forces generated by falling rocks on the roof of rock-shed structure. However, it is made clear that sand cushion does not effectively work for decreasing and dispersing the transmitted impact forces. In order to improve the absorbing capacity of sand cushion, three-layered absorbing system was developed which is normally composed of 50 cm thick upper sand layer, 20 cm RC core slab and 50 cm thick EPS layer. In this paper, the study on absorbing capacity of the three-layered absorbing systems is reported based on the field impact tests. Different types of the three-layered absorbing system, varying the materials and thicknesses of upper and lower layers are used for comparison of absorbing capacity. From these results, it is made clear that the normal type of absorbing system is the beat one among tham against a 3 tf rock dropping from a maximum 30 m height. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 41, p. 1257-1265, 発行日 1995-03 |
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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 | 120004080475 | |||||||||||
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 1995 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 |