WEKO3
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AFRP補強RC版を芯材とする三層緩衝構造体の緩衝性能に及ぼす表,裏層材の影響
http://hdl.handle.net/10258/1061
http://hdl.handle.net/10258/10615dfd2394-e4f8-4e6b-b2d9-3316b168d0be
名前 / ファイル | ライセンス | アクション |
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JSE40A_1639_1994.pdf (560.2 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 | AFRP補強RC版を芯材とする三層緩衝構造体の緩衝性能に及ぼす表,裏層材の影響 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Effects of top and bottom layers on shock absorbing performances of a 3-layered cushion systems using RC slab reinforced with AFRP rods | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | AFRP rods | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | impact force | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | cushion system | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | EPS | |||||||||||
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 |
三上, 浩
× 三上, 浩× 岸, 徳光
WEKO
483
× 佐藤, 昌志× 中野, 修× 松岡, 健一 |
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | In this paper, the effects of top and bottom layers on shock absorbing performances of a 3-layered cushion system using RC core slab reinforced with Aramid Fiber Reinforced Pastic (AFRP) rods are discussed on the basis of experimental results. This system consists of RC core slab, sand and/or Expanded Poly-Styrol (EPS). In order to study the effects of top and bottom layers on the shock absorbing performances, both material and thickness of top and bottom layer were changed. Furthermore, these results were compared with the results when single sand layer was used as cushion material. The experiments were conducted by a free drop of 3 tf heavy weight from a height of 30 m on the center of the cushion system. The results achieved from these experiments are: (1) Transmitted impact force can be effectively decreased by using thicker sand layer in top and EPS in bottom. (2) Impact force in case using sand in bottom layer are bigger than in case of single sand layer. (3) Thickness and material of top layer are more effective against the crack pattern of RC core slab. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 40, p. 1639-1646, 発行日 1994-03 |
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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 | 120004080480 | |||||||||||
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 1994 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 |