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落石覆工用PRC桁の耐衝撃性向上に関する実験的研究
http://hdl.handle.net/10258/905
http://hdl.handle.net/10258/9050a5ab674-0bcb-4aa1-aa26-fd50a38c7f5c
名前 / ファイル | ライセンス | アクション |
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JSE48A_1513_2002.pdf (934.4 kB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2012-03-16 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | 落石覆工用PRC桁の耐衝撃性向上に関する実験的研究 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | Experimental study on improvement of impact resistant capacity of prototype PRC beams for rock-sheds | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | PRC桁 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | PC覆工 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | 緊張比 | |||||||||||
キーワード | ||||||||||||
言語 | ja | |||||||||||
主題Scheme | Other | |||||||||||
主題 | せん断余裕度 | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | PRC beams | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | PC rock-shed | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | tensioning rate | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | shear-bending capacity ratio | |||||||||||
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 |
今野, 久志
× 今野, 久志× 岸, 徳光
WEKO
483
× 池田, 憲二× 竹本, 伸一 |
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抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | In order to develop Prestressed Reinforced Concrete (PRC) beams with high impact resistant capacity for the use of rock-shed members, static loading and falling-weight impact test are conducted using prototype PRC beams. Here, total six types of PRC beams are tested which are taking shear-bending capacity ratio, pretension ratio of PC tendons, and material property and volume of rebars arranged for letting cracks disperse as variables. Impact test is conducted using 3,000 kg steel weight and applying single loading method with maximum 30 m high dropping. The results obtained from this study are as follows: 1) ductility of the beams can be improved by increasing shear-bending capacity ratio; 2) impact-resistant capacity can be increased arranging normal rebars in two levels; and 3) using high-strength PC steel rebars instead of normal rebars, not only impact resistant capacity can be most effectively increased but cracks can be dispersed over entire beam. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 構造工学論文集. A 巻 48, p. 1513-1524, 発行日 2002-03 |
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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 | 120003895621 | |||||||||||
日本十進分類法 | ||||||||||||
主題Scheme | NDC | |||||||||||
主題 | 510 | |||||||||||
ISSN | ||||||||||||
収録物識別子タイプ | ISSN | |||||||||||
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 | AN10122872 | |||||||||||
権利 | ||||||||||||
言語 | ja | |||||||||||
権利情報 | Copyright 2002 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 |